دانلود نرم افزارهای تخصصی مهندسی زلزله

[M@hdi42]

از این پس جهت نظم دهی بهتر بخش دانلود نرم افزار و دسترسی بهتر همراه با دسته بندی مناسب آنها نرم افزارهای تخصصی مهندسی زلزله در این تاپیک قرار داده میشود
البته قبل از این تاریخ نرم افزارهای دیگری در این زمینه در سایت قرار داده شده است که این تاپیک شامل آنها نخواهد بود. از دوستان نیز تقاضا میشود که نرم افزارهای تخصصی مهندسی زلزله را فقط در همین تاپیک برای دانلود معرفی نمایند
بخش زیر را هم ببینید :
http://iransaze.com/downloads-cat41.html
لینک بالا شامل نرم افزارهای زیر است :
نرم افزار تحت اکسل جهت تهیه چک لیست آئین نامه زلزله 2800
BISPEC
HAZUS-MH
OpenSees Executable Distribution
SHAKE v.2
برنامه ای برای محاسبه فرکانس ها و شکلهای مودی
برنامه اي هوشمند جهت بدست آوردن مد هاي ارتعاش
برنامه SeismoSignal
برنامه محاسبه ضریب زلزله آئين نامه 2800 ویرایش 3
فایل های آماده طیف پاسخ استاندارد 2800
نرم افزار آناليز مودال به روش استودلا همراه
نرم افزار BAP نسخه 1
نرم افزار shake (شاخه مهندسی زلزله)
نرم افزار پیتسا
نرم افزار تحليل خطر احتمالاتي
نرم افزار تهیه طیف پاسخ سازه ها
نرم افزار سبک و ساده (Structural_Dynamic_Analysis)
نرم افزار شی گرای تحلیل خطر زلزله (نسخه آموزشی)
نرم افزارشبيه سازي حركت زلزله (( SIMQKE ))
برخی از تاپیکهای مرتبط ( و البته نه تمام آنها ) که قبلاً ایجاد شده اند به آدرس های زیر میباشند:
دانلود یک نرم افزار برای طراحی اتصالات بادبندهای برون محور تحت اکسل
http://iransaze.com/ftopict-374.html
مشاهده آنلاین زلزله ها از روی دسکتاپ کامپیوترتان
http://iransaze.com/ftopict-12006.html
CSi Perform 3D Ver.4.0.3
http://iransaze.com/ftopict-2152.html
دانلود نرم افزار زلزله STRISK v4.42 Build 001
http://iransaze.com/ftopict-16663.html
دانلود نرم افزار ایرانی طراحی بادبند واگرا بر اساس مبحث دهم (تنش مجاز)
http://iransaze.com/ftopict-16652.html
دانلود نرم افزار ساده تحلیل پاسخ زمین در مقابل زلزله(با منوال) EDUCATIONAL SHAKE
http://iransaze.com/ftopict-16648.html
دانلود جدیدترین ورژن نرم افزار Perform 3D 4.0.4
http://iransaze.com/ftopict-16568.html
Global Earthquake Explorer (دانلود نرم افزار تخصصی برای علم زلزله شناسی)
http://iransaze.com/ftopict-3993-.html%2Aquake%2A

Duhamel Plus ver. 1.0 (دانلود نرم افزار حل کننده انتگرال دوهامل)
http://iransaze.com/ftopict-1029-.html%2Aquake%2A

برنامه اي هوشمند جهت بدست آوردن مد هاي ارتعاش(بردارهاي ویژه)،فرکانس هاي طبیعی ارتعاش
http://iransaze.com/ftopict-14371.html

نرم افزار آیین نامه 2800
http://iransaze.com/ftopict-7135.html

برنامه Badband جهت محاسبه بادبندهای واگرا 8 شکل با خروج از محوریت
http://iransaze.com/ftopict-6431.html

نرم افزار محاسبه استاتیکی زلزله(vb)
http://iransaze.com/ftopict-5788.html

لینک طراحی اعضای بادبندی
http://iransaze.com/ftopict-4202.html

نرم افزار آناليز مودال به روش استودلا همراه با كدهاي برنام
http://iransaze.com/ftopict-4014.html

نرم افزار تحليل خطر احتمالاتي با استفاده از 12 رابطه كاهندگي
http://iransaze.com/ftopict-4013.html

Global Earthquake Explorer (دانلود نرم افزار تخصصی برای علم زلزله شناسی)
http://iransaze.com/ftopict-3993.html

Structural Dynamic Analysis v1.0 (دانلود نرم افزار برای تحلیل دینامیکی سازه ها)
http://iransaze.com/ftopict-1030.html

[M@hdi42]

نرم افزار حرفه ای تحلیل خطر زلزله SeisRisk III
توضیحات:
Seisrisk III is the last published version of a series of programs used to produce probabilistic earthquake ground motion hazard maps for the United States from 1972 to 1992. Though it has been superseded in the US Geological Survey by a more flexible program allowing for sources based on smoothing of historical seismicity, Seisrisk III is still being used as a teaching tool in academia and for hazard mapping in other countries. In the past decade, Seisrisk III has been used for hazard mapping in Italy, Turkey, Iran, in the Mediterranean countries as a whole, and in the West Indies, for example.

Because of this continuing interest, we are continuing to host the source code and references to publications on the structure and the use of Seisrisk III, including auxiliary programs for the construction of input. However, except for answering a few helpful questions, we are no longer providing support or advice for users. We are also hosting a set of program modifications to Seisrisk III written by a colleague in the Bureau of Reclamation. We are aware that other modifications exist, for instance, one version adapted to use intensity and its uncertainties instead of parametric ground motions, and another adapted to use non-circular isoseismals for point sources. These can be found by diligent search of the internet.
Known Issues

We are aware of some known issues with the software however we have no plans to fix any of the following or other issues:

* A “bug fix” exists that has not yet been incorporated in any published version of SEISRISK III. This fix is to ensure a proper interpolation for values which involve the “last box” in the ground-motion annual-rate accumulators. This bug does not usually cause a problem, because most users scale the ground motions such that the interpolation primarily is taking place in the lower range of accumulator boxes.
* A “loose end” exists in subroutine inside. The subroutine has a trap which does not permit a calculation when a site point lies too close to a quadrilateral corner point. When such a point is discovered in the course of a run, the run is terminated. If this happens, it is easy to adjust the “equator” by a very slight amount, thus moving the site point away from the corner point. Because rather a good deal of calculation can go past before such a site is discovered by the program, it would be desirable to permit the program to continue rather than terminate. We have not worked on a version to do this, because we encounter the problem rather infrequently in our usage. However, users with complex sources or small site-grid spacing may find the simple adjustment merely induces a failure at a different site.


دانلود
http://www.mediafire.com/download.php?tn5kgamynom

http://earthquake.usgs.gov/hazards/apps/seisrisk/seisrisk.zip
منبع (http://www.civilstars.com/Thread-%D9%86%D8%B1%D9%85-%D8%A7%D9%81%D8%B2%D8%A7%D8%B1-%D8%AD%D8%B1%D9%81%D9%87-%D8%A7%DB%8C-%D8%AA%D8%AD%D9%84%DB%8C%D9%84-%D8%AE%D8%B7%D8%B1-%D8%B2%D9%84%D8%B2%D9%84%D9%87-SeisRisk-III)
منبع برای لینک مدیافایر :
http://sarmad.blogsky.com/

[M@hdi42]

دانلود نرم افزار reseismic analysis of pilotis columns by CubusHellas
منبع (http://www.civilstars.com/Thread-%D8%AF%D8%A7%D9%86%D9%84%D9%88%D8%AF-%D9%86%D8%B1%D9%85-%D8%A7%D9%81%D8%B2%D8%A7%D8%B1-reseismic-analysis-of-pilotis-columns-by-CubusHellas)
It's a free program for preseismic analysis of pilotis columns by CubusHellas
http://www.cubushellas.gr/20-Stuff/Pilotis.jpg

این برنامه رایگان است


صفحه مورد نظر:
http://www.cubushellas.gr/EN/05-01-Enimerosi-04.asp

لینک دانلود برنامه 1.5 مگ:
http://www.cubushellas.gr/30-PDF/Pilotis.zip



- - - به روز رسانی شده - - -


نرم افزار تحلیل خطر زلزله CRISIS2007
منبع (http://www.civilstars.com/Thread-%D9%86%D8%B1%D9%85-%D8%A7%D9%81%D8%B2%D8%A7%D8%B1-%D8%AA%D8%AD%D9%84%DB%8C%D9%84-%D8%AE%D8%B7%D8%B1-%D8%B2%D9%84%D8%B2%D9%84%D9%87-CRISIS2007)
This new version of CRISIS gives a friendly environment to calculate seismic hazard.


CRISIS computes seismic hazard using a probabilistic model that considers the rates of occurrence, attenuation characteristics and geographical distribution of earthquakes. Some of the main features of CRISIS are:


Earthquake occurrence can be modeled either as a Poissonian process or as a Characteristic Earthquake process.

Sources can be modeled as areas, lines or points.

CRISIS operates with a dynamic integration procedure which allows fast computation of hazard in extended areas.

Attenuation models furnished by the user or built-in in CRISIS give great flexibility to the computations.

A friendly graphical interface facilitates data input.
CRISIS was developed at Instituto de Ingeniería, UNAM, Mexico.

It has been written by: M. Ordaz, A. Aguilar and J. Arboleda

Derechos Reservados, 1987-2007
We must thank Prof. ORDAZ for creating this great software

لینک دانلود:
http://www.4shared.com/file/V2TpycsH/CRISIS_2007.htm

[M@hdi42]

Kijko 2001
محاسبه پارامترهای لرزه ای λ,βتحت Dos(+مثال ودستورالعمل)
به نقل از : http://sarmad.blogsky.com/
لینک دانلود : http://www.mediafire.com/download.php?mukhnyzy1ih

[M@hdi42]

EZ-FRISK V7.50 Build 001 (NO MEDICINE)
منبع:
http://forum.civilea.com/showthread.php?tid=18773&highlight=EZ-Frisk


What's New in Version 7.50

This version includes the second generation of spectral matching, access to the PEER NGA strong motion database, and improvements to the tools used for data management.

2nd Generation Spectral Matching

EZ-FRISK has been enhanced with the 2009 version of Norm Abrahamson's RSPMatch. Previously EZ-FRISK used the 1999 version of this code. The new code features a basic structure for automatic multi-step matching, and an improved taper-cosine wavelet form that reduces baseline drift. To this new core code, EZ-FRISK has added a number of user interface enhancements.

Building on top of the core multi-step matching capabilities of RSPMatch 2009, EZ-FRISK adds a task-oriented scripting language to completely automate the matching process. The scripting language allows you to specify multiple steps, each of which can have one or more tasks. Previously, matching was specified by setting options in a tabbed dialog box. The previous organization did not group options associated with a particular task. Previously, matching required multiple manual steps, and even with core RSPMatch 2009 code, the input files would need to be tailored for the characteristics of each input time history.

In addition, EZ-FRISK makes it easy to match a number of time histories to a particular target spectrum. A single spectral matching study with a given target spectrum and matching strategy can now have a number of runs, each with a particular input time history. The searching and scoring capability now allows selection of multiple time histories. The matching results allows the user to visualize intermediate time histories and spectra from matching.

Access to the PEER NGA Strong Motion Database

The PEER NGA Strong Motion Database provides about 10500 strong motion recordings with extensive meta data. EZ-FRISK provides tools to search through the meta data to identify records with particular characteristics such as magnitude, distance, or duration, to score the resulting records for there suitability as input to spectral matching or site response analysis, and finally, to download the selected records to your computer for use with EZ-FRISK. Please refer to Searching Databases for Acceleration Time Histories.

Data Management Improvements

Starting with EZ-FRISK 7.23, the program has featured a convenient user interface for downloading and installing regional seismic models. The initial implementation provided a low level method to hide obsolete or incompatible data, by excluding individual files. However, previously the user would have to use the Windows Explorer to permanently remove obsolete databases. Now, EZ-FRISK features a user interface to uninstall databases, and remove the downloaded files if they are no longer needed.

In addition, EZ-FRISK now uses the same integrated download and installation capabilities for strong motion records and strong motion meta-data databases. Since the data is installed in a deeply nested location for application specific data, additional columns have been added to various list controls used in spectral matching and site response analysis to allow the user to see an abbreviated path to relevant files, which omits the less relevant portions of the file path.

Other Changes

Over time, the commands on the action toolbar have been migrated to toolbars attached to views associated with particular analysis types, such as seismic hazard analysis, spectral matching, or site response analysis. This process is now complete, so the action toolbar is no longer needed. Consequently, the action toolbar has been removed from the application user interface.

The MapWinGIS Active X control is used for generating seismic maps and for lookup of soil data. A user might have problems accessing these capabilities if the control was unregistered (for example by uninstalling an application that also used this component) or if an incompatible version of the control was registered (for example by installing an application that used a different version of this component). It is now accessed via the technique of registration-free activation of COM components, which should eliminate these problems.



http://pic.civilea.com/images/50672821927422105886.jpg


بند انگشتی, برای دیدن عکس به صورت کامل بر روی آن کلیک نمایید






http://www.4shared.com/file/lINohJPR/SetupV750_201011051704.html
پسوورد:
civilea

[M@hdi42]

EZ-FRISK 7.43
http://forum.civilea.com/showthread.php?tid=15979



http://pic.civilea.com/images/38171096106280272419.jpg


بند انگشتی, برای دیدن عکس به صورت کامل بر روی آن کلیک نمایید




EZFRISK in Version 7.43

Size: 69.9mb

EZ-FRISK Version 7.43 is a bug fix release, with no new functionality.
Fixes
1. With version 7.40, 7.41, and 7.42, the user could not use soil condition maps to provide Vs30
values (commonly used for multi-site analysis). The issue has now been resolved.
2. With version 7.40, 7.41, and 7.42, if the user changed the default deaggregation bin
configuration EZ-FRISK might crash or generate incorrect deaggregation charts. This
problem has been resolved


http://hotfile.com/dl/65549986/ed05dc2/EZ-FRISKSetupV743.rar.html
http://www.4shared.com/file/RjyvOzLu/EZ-FRISK.html
Medicine for EZ-FRISK 7.43
http://hotfile.com/dl/66785991/616ae32/AspirinEF743.rar.html
پسورد : forum

[M@hdi42]

"Strata" An Equivalent-Linear Site Response Analysis Software
http://forum.civilea.com/Thread-strata-a-1d-site-response
Size: 9.74 MB



http://pic.civilea.com/images/70804996414307918581.jpg


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"Strata" is an open-source, equivalent-linear site response program. Input motions may be specified using time series or the random vibration theory (RVT) approach. Site properties (i.e., shear wave velocity, modulus reduction and damping curves) and layering may be randomized via Monte Carlo simulations.
http://nees.org/resources/strata
http://ifile.it/9sr601x

[M@hdi42]

EZ-Frisk v7.52 Build 003 (Install + Medicine)
http://forum.civilea.com/Thread-ez-frisk-v7-52-build
Size: 55.6 MB




http://pic.civilea.com/images/10226759101627532709.jpg


بند انگشتی, برای دیدن عکس به صورت کامل بر روی آن کلیک نمایید




What's New in Version 7.52

This release adds an important new feature, calculation of the Conditional Mean Spectrum. It also includes various enhancements and minor bug fixes.

Conditional Mean Spectrum

The conditional mean spectrum is now calculated as a part of deaggregation. The results can be view in the deaggreation report and as a deaggregation plot. The details on how EZ-FRISK calculates the conditional mean spectrum are found in the technical reference.

The conditional mean spectrum can be used as target spectrum for spectral matching. The user interface now lets you select the target spectrum as either a PSHA uniform hazard spectrum, a PSHA conditional mean spectrum, or a user-defined target spectrum.

Deterministic Hazard Calculation for Subduction Interface Sources

Previously, the deterministic hazard calculation for this category of sources presumed that the entire surface ruptured during the deterministic event. Now, the code calculates the size of the rupture for the deterministic magnitude, and then places the rupture at a selection of locations on the surface of the source, based on the integration parameters. It then selects the event with the greatest ground motion.

This change should provide more realistic estimates for the focal depth, rupture width, and center-of-energy distance to use in the deterministic hazard calculation for these sources.

Bug Fixes

In seismic hazard analysis:

1. Enabling or disabling deaggregation did not cause the seismic hazard analysis definition document to be marked as modified. So if this was the only change, it did not get saved. If this happened, the analysis would not run with the deaggregation option the user desired. This problem has been resolved.

2. Not all calculational parameter entries were validated properly. If an invalid calculational parameter was specified, the program would allow the invalid document to be saved. However, calculational parameter were validated upon reading. Consequently, if the invalid document could not be reopened to fix the problem Now additional validation has been added for subdution interface, subduction slab, and gridded calculation parameters. In addition, these parameters are not validated upon reading. Instead they are validated upon writing and use.

3. The Atkinson-Boore ENA equations includes terms that are undefined when the closest distance to rupture was zero. This caused the attenuation equation to give undefined results for these cases, and very large ground motions close to zero distance. This problem was resolved by specifying a minimum distance of 1 km, instead of 0 km, for all variants of this attenuation equation, since no data closer than 1 km was used in developing these attenuation equations.

4. In the McVerry attenuation equations for New Zealand, previously the equation produced very large PGA ground motion predictions when used with deep slab sources. This occurred because for short periods the ground motion is predicted to increase with centroid depth . However, McVerry's equations are based on a data set with no events with a centroid depth greater than 149 km. Consequently, we have added a cap to the centroid depth used. The default value for this maximum centroid depth is 149 km.

5. In the McVerry attenuation equations based on Vs30, for some circumstances, the wrong ground motion predictor equations were used with some previous versions of EZ-FRISK. When this happened, the standard McVerry code was used, hence the user would be required to specify the New Zealand soil class directly, and the value of the Vs30 that the user specified would not be used to determine the New Zealand soil class. This problem has been resolved.

6. The McVerry attenuation equation variants for calculating the strongest horizontal component of ground motion, the intensity type previously was spectral acceleration at 5% damping. It has now been changed to the maximum rotated component of spectral acceleration at 5% damping. This should make it clearer which equation variants should be used for typical analyses.

In spectral matching:

7. The spectrum for external baseline corrected time history was not plotted correctly. This problem is now resolved.

8. Changing the target spectrum source in spectral matching did not cause the project document to be marked as modified. So if this was the only change, it did not get saved.

9. In calculating the target spectrum based on a PSHA uniform hazard spectrum, the amplitude unit of measure previously was assumed to be accelerations in G. Consequently, the target spectrum would not be correct if the PSHA was for pseudo-spectral velocity or displacement, or if the acceleration was in cm/sec/sec. Now, the target spectrum generation includes a units conversion step.

10. Previously, any seismic hazard analysis with output results in the same project could be selected as the source of a uniform hazard spectrum for use as the target spectrum for spectral matching. However, some seismic hazard analyses cannot produce a useful uniform hazard spectrum. For example, the seismic hazard analysis might have no PSHA calculations, or it might be based on a non-spectral intensity type such as peak ground velocity. Now, the program only allows selection from analyses that are spectral and have two amplitudes.

http://www.4shared.com/file/T7J52GXe/v75203.html
password:
CivilEA
Mirror Links: EZ-Frisk v7.52 Build 003 (Install + Medicine)
http://www.filesonic.com/file/1016421041/EZFrisk V7.52 Build 003.rar
http://jumbofiles.com/kvu3iq61kheh/EZFrisk V7.52 Build 003.rar.html
http://www.fileserve.com/file/aZ4EjxR/EZFrisk V7.52 Build 003.rar
http://rapidshare.com/files/53591570/EZFrisk_V7.52_Build_003.rar
http://www.bufiles.com/tlby2s81iwa6.html
http://www.megaupload.com/?d=2XOIMJB7
RAR password: CivilEA
Recommendations:
1.Jumbofiles.com, use "JDownloader", supported multiple-segments, resumeable downloading
2.Bufiles.com, use any download accerelator, supported resumeable downloading

[M@hdi42]

J-Sesame
http://forum.civilea.com/Thread-j-sesame
Size: 6.58 MB



http://pic.civilea.net/images/10731825150864560186.jpg


بند انگشتی, برای دیدن عکس به صورت کامل بر روی آن کلیک نمایید







http://pic.civilea.net/images/62714740035413029211.jpg


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Site effects associated with local geological conditions constitute an important part of any seismic hazard assessment. Many examples of catastrophic consequences of earthquakes have demonstrated the importance of reliable analyses procedures and techniques in earthquake hazard assessment and in earthquake risk mitigation strategies. Ambient vibration recordings combined with the H/V spectral ratio technique have been proposed to help in characterising local site effects. This document presents practical user guidelines and software for the implementation of the H/V spectral ratio technique on ambient vibrations.

The H/V spectral ratio method is an experimental technique to evaluate some characteristics of soft-sedimentary (soil) deposits. Due to its low-cost both for the survey and analysis, the H/V technique has been frequently adopted in seismic microzonation investigations. However, it should be pointed out that the H/V technique alone is not sufficient to characterise the complexity of site effects and in particular the absolute values of seismic amplification. The method has proven to be useful to estimate the fundamental period of soil deposits. However, measurements and the analysis should be performed with caution. The main recommended application of the H/V technique in microzonation studies is to map the fundamental period of the site and help constrain the geological and geotechnical models used for numerical computations. In addition, this technique is also useful in calibrating site response studies at specific locations.

These practical guidelines recommend procedures for field experiment design, data processing and interpretation of the results for the implementation of the H/V spectral ratio technique using ambient vibrations. The recommendations given here are the result of a consensus reached by the participants of the European research project SESAME (Contract. No. EVG1-CT-2000-00026), and are based on comprehensive and detailed research work conducted during three years.

It is highly recommended that prior to planning a measurement campaign on ambient vibrations, a local geological survey, especially on Quaternary deposits, should be performed. Interpretation of the H/V results will be greatly enhanced when combined with geological, geophysical and geotechnical information.

In spite of its limitations, the H/V technique is a very useful tool for microzonation and site response studies. This technique is most effective in estimating the natural frequency of soft soil sites when there is a large impedance contrast with the underlying bedrock. The method is especially recommended in areas of low and moderate seismicity, due to the lack of significant earthquake recordings, as compared to high seismicity areas.

https://www.uib.no/rg/geodyn/artikler/2010/02/software#jsesame
ftp://billy.geo.uib.no/pub/seismo/SOFTWARE/SESAME/
http://www.4shared.com/file/onnvyLim/sesame.html

[M@hdi42]

SHAKE 2000 v.2
http://forum.civilea.com/Thread-shake-2000-v-2-reupload
SHAKE2000 is a Windows based, user-friendly computer program that will help geotechnical earthquake engineers and researchers with the analysis of site-specific response and the evaluation of earthquake effects on soil deposits.

SHAKE2000 is a software package that integrates ShakEdit and SHAKE. ShakEdit was originally developed as a Windows application that provided a graphical interface for SHAKE. It was originally conceived as an aid to the user in the creation of the input file and the graphical display of the program’s numeric output. SHAKE was developed at the University of California, Berkeley, by H. Bolton Seed, John Lysmer and Per B. Schnabel. SHAKE computes the response in a system of homogeneous, visco-elastic layers of infinite horizontal extent subjected to vertically travelling shear waves


All thanks for Benny and Perceptor(Banned)



http://pic.civilea.net/images/53824418266501702633.jpg


بند انگشتی, برای دیدن عکس به صورت کامل بر روی آن کلیک نمایید




http://www.4shared.com/dir/30159368/2a8a95c0/SHAKE_2000_V2.html
SHAKE2000
A Computer Program for Equivalent-Linear Site Response Analysis


http://www.shake2000.com/
http://ifile.it/c3w15tx/0002EKAHS_www.civilea.com.rar
or
http://www.mediafire.com/file/vkexn77bph6haf5/0002EKAHS_www.civilea.com.rar
http://hotfile.com/dl/127000251/207e13a/0002EKAHS_www.civilea.com.rar.html

[M@hdi42]

Geopsypack
http://forum.civilea.com/Thread-geopsypack
Size: 9.61 MB



http://pic.civilea.net/images/17820309762229224262.jpg


بند انگشتی, برای دیدن عکس به صورت کامل بر روی آن کلیک نمایید







http://pic.civilea.net/images/48561884921283265302.jpg


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Geopsy is both the name of a software project for seismology and geophysical applications and the name of the main application developed in this project. Geopsy project currently distributes all developed softwares under a package called 'Sesarray'. It contains several tools dealing with all the aspects of the processing of ambient vibrations for soil characterization. The main applications shipped inside 'Sesarray' are geopsy and dinver.
Geopsy project has been initiated during Sesame European research project thanks to a close collaboration between two groups from the Université Joseph Fourier (Grenoble, France) and the Universität Potsdam (Potsdam, Germany). It is now continuously improved and maintained by Marc Wathelet working at IRD-LGIT (Grenoble, France), and financed by European project NERIES.
Ambient vibration processing
Applications
build_array: design of array geometry and computation of theoretical array responses.
gpsignal: compute synthetic signals
gpdc: computation of dispersion curves.
gpell: computation of ellipticity curves.
gpec8: determine site class from Vs profiles (Eurocode http://iransaze.com/modules/Forums/images/smiles/icon_cool.gif.
gpgroup2phase: scan possible phase dispersion curves from a group dispersion curve.
gpmodel2param: transform a model file into a parameterized ground structure
gpparam2model: produce model files from parameter sets and a given parameterized ground structure.
gppoisson: simple converter between Poisson's ratio, Vs, and Vp.
gpprofile: extract Poisson's ratio, Vs, or Vp profiles from a model file.
gpsh: computation of sh transfer curves (available but empty).
gpspac: computation of autocorrelation ratio curves.
gpsort: re-arrange curve order in a file (handy for gppac output).
gprefra: computation of hodochrones (available but empty).
gpprofile: output ground profiles from model files.
gpdcreport: analysis of inversion report (from dinver).
gpviewdcreport: plot inversion reports (from dinver).
gpdcmisfit: recompute misfits of models produced by an inversion.
spac2disp: tool for estimating the reliability of experimental auto-correlation curves.
max2curve: tool for estimating the average and the uncertainties of a dispersion curve from FK or HRFK raw results.
Libraries
qtbwave: computation of dispersion, ellipticity, and auto-correlation curves.
qtbwavegui: graphical objects for qtbwave.
qtbcompatibility: former qtbsurfacewave kept for file format compatibility.
dinverground: library used by dinverdc that manage all ground models made of parameterized profiles.
Geopsy plug-ins: directly linked to array analysis of ambient.
geopsyarray: array analysis of ambient vibrations (FK, High Resolution FK, MSPAC, FK for linear arrays)
geopsydamping: attenuation in buildings
geopsyhv: computation of H/V spectral ratios
structureratios: computation of spectral ratios for building structures
geopsyptmotion: particle motion
geopsynr: adjust time shifts and stack records of active source experiments (surface wave and refraction)
geopsytfa: time-frequency analysis using a Wavelet tranform.
geopsyrefra: computation of travel-time-distance curves for phase picking (to be modified for a better integration with dinver)
Dinver plug-ins: plugins dedicated to ambient vibration processing:
dinverdc: surface wave inversion (including first P/S wave arrivals)


I t is free. Just download and install:)
www.geopsy.org (http://www.geopsy.org)
http://www.4shared.com/file/LxdcBAcD/gpsypack-53items-win32-240.html
password:
CivilEA

[M@hdi42]

SIMQKE_GR v2.6
http://forum.civilea.com/Thread-simqke-gr-v2-6
Size: 5.8 MB
http://pic.civilea.net/images/93685148937771083938.jpg
Program for generating artificial accelerograms spectrum-compatible

Grafical interface for the program SIMQKE-1 (Simulation of earthquake ground motions)


The program generates accelerograms compatible with a given response spectra being interfaced with the computer code SIMQKE-1 (Simulation of earthquake ground motions). The data from the accelerograms and response spectra can be exported in text files or copied to Excel.
The program automatically calculates the spectrum of design response is in accordance with Italian Technical Regulations for Construction.

It can also import a text file from a generic spectrum.

Program is in English, but the installation is in Italian and it is very easy. Follow these steps:
1. Download support libraries, see link below. The installation is the same as for the main program.
2. Install the main program. To do so:
2.1. Download file from download link
2.2. Unzip to any folder
2.3. Run "setup.exe"
2.4. Click "OK", then click the installation icon
2.5. Click "Continua"
2.6. If while installing a dialog titled "Conflitto di versione" pops up, click on "Si" every time. (This will allow you too keep the most up to date files in your system and not replace them if they are present and up to date in your system)
2.7. Click "OK" and installation is done.

http://dicata.ing.unibs.it/gelfi/software/simqke/simqke_gr.htm
http://dicata.ing.unibs.it/gelfi/software/simqke/simqke_gr.zip
Prior to program installation install the support libraries:
http://dicata.ing.unibs.it/gelfi/software/pacchettocomune.zip

[M@hdi42]

Coade PV Elite 2008
http://forum.civilea.com/Thread-coade-pv-elite-2008
info:
PV Elite is a PC-based pressure vessel design and analysis software program developed, marketed and sold by COADE Engineering Software. PV Elite is a package of nineteen applications for the design and analysis of pressure vessels and heat exchangers, and fitness for service assessments. The purpose of the program is to provide the engineer with easy to use, technically sound, well documented reports with detailed calculations and supporting comments, which will speed and simplify the task of vessel design, re-rating or fitness for service. The popularity of PV Elite is a reflection of COADE's expertise in programming and engineering, as well as COADE's dedication to service and quality.

screenshots:
http://img32.imageshack.us/img32/1379/pvelite2008.jpg/
http://rapidshare.com/files/102497621/PVElite_2008.part1.rar
http://rapidshare.com/files/102667554/PVElite_2008.part2.rar
http://rapidshare.com/files/102929046/PVElite_2008.part3.rar
http://rapidshare.com/files/102930557/PVElite_2008.part4.rar
crac*k only
http://rapidshare.com/files/307043083/PVE2008.rar

Crack link changed and alive.
For the last the RAR Password: FromCivilEA
IMPORTANT NOTICE: You may use this software for evaluation purposes only.
If you like it, it is strongly suggested you buy it to support the developers.
By any means you may not use this software to make money or use it for commercial purpose.

new link with crack
http://www.4shared.com/file/E_N0Zb7v/PVElite_2008-.htm
HOTFILE MIRROR with crack:
http://hotfile.com/dl/127003027/dae5750/PVElite_2008-.ziptsid20110816-190640-4cf12c76.html

rename file to "PVElite_2008-.zip

[M@hdi42]

The SELENA–RISe Open Risk Package
http://forum.civilea.com/Thread-seismic-risk-assessment--27818?pid=67283#pid67283
Size: 14.6 MB



http://pic.civilea.net/images/43245346132641868263.jpg


بند انگشتی, برای دیدن عکس به صورت کامل بر روی آن کلیک نمایید




The SELENA–RISe Open Risk Package consists of the two separate software tools SELENA (Seismic Loss Estimation using a Logic Tree Approach) and RISe (Risk Illustrator for SELENA). While SELENA is the computational platform for earthquake damage and loss assessment for any given study area, RISe can be used in order to illustrate all geo-referenced input, inventory and output files on GoogleTM Earth. RISe thereby translates SELENA’s ASCII files into KML files that can be read by GoogleTM Earth.

Both tools are provided free of charge and are distributed under the GNU Public License (GPL). The SELENA–RISe Open Risk Package is hosted on the web-based open source repository SourceForge

Works Under matlab 7.0 or higher

http://www.norsar.no/c-144-SELENA-RISe.aspx

http://sourceforge.net/projects/selena/files/
matlab Files constinuously updated

EQRM

Size: 47.3 MB



http://pic.civilea.net/images/82255094873811344713.jpg


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Earthquake Risk Model (EQRM) is capable of earthquake scenario ground motion and scenario loss modeling as well as probabilistic seismic hazard (PSHA) and risk (PSRA) modeling. It is a product of Geoscience Australia an Australian Government Agency.

http://sourceforge.net/projects/eqrm/
http://sourceforge.net/projects/eqrm/files/
Earthquake Loss Estimation Routine ELER© v3.1
Size: 720 MB



http://pic.civilea.net/images/60729914676644508236.jpg


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Earthquake Loss Estimation Routine (ELER) has been developed within NERIES project JRA3 workpackage. It provides rapid estimation of earthquake shaking and lossess in the Euro-Mediterranean region. The code has two modules of analysis which are EHA (Earthquake Hazard Assessment) and ELA (Earthquake Loss Assessment). The EHA module estimates ground motion intensity and parameters distribution. The ELA module uses ground motion intensity and parameter information from EHA module, and demography and building inventory information. The ELA module has three levels of analyisis. Level-0 analysis estimates casualties based on magnitude and intensity information. Level - 1 analysis estimates casualties and building damages based on intensity information, Level-2 analysis estimates casualties and building damages based on ground motion and spectral parameters.

http://www.koeri.boun.edu.tr/publications_16.depmuh
Eler 3.1 DVD
http://www.koeri.boun.edu.tr/depremmuh/eski/ELER/eler_dvd.rar
user manual
http://www.koeri.boun.edu.tr/depremmuh/eski/ELER/ELER_v3_Manual.pdf
FTP server download
Riskscape

Size: 309 MB
RiskScape, a joint venture between GNS Science & NIWA, is an easy-to-use multi-hazard impact and risk assessment tool.

for use for 2 months only
http://www.riskscape.org.nz/

http://www.riskscape.org.nz/download

Must create an account (for free)
No crack available (2 months licence)
maeviz

Size: 168 MB



http://pic.civilea.net/images/12387066757679145128.jpg


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MAEviz is an open-source project that helps reduce the time from discovery gap that exists between researchers, practitioners, and decision makers by integrating the latest research findings, most accurate data, and new methodologies into a single software product. MAEviz is a joint effort between the Mid-America Earthquake (MAE) Center and the National Center for Supercomputing Applications (NCSA) to develop the next generation of seismic risk assessment software. MAEviz is leveraging off NCSA’s cyberenvironment efforts and the University of Michigan’s Sakai collaboratory to provide an advanced framework for earthquake engineering, as well as general hazard and risk research, harnessing multi-institutional expertise, as well as existing and new tools across a broad range of technologies. The open-source framework of MAEviz employs the latest and most advanced workflow tools to provide a flexible and modular conduit through which the culmination of the interdisciplinary research and development efforts of the MAE Center are integrated and delivered to end-users.
http://mae.cee.uiuc.edu/software_and_tools/maeviz.html
MAEviz 3.1.1

http://rcp.ncsa.uiuc.edu/maeviz/release/3.1.1/maeviz-3.1.1.setup.exe

MAEviz presentations, demonstrations and movies

http://rcp.ncsa.uiuc.edu/maeviz/presentations/index.html
A very good description of those softwares and others could be red on the Global earthquake model website GEM1 technical reports

http://www.globalquakemodel.org/system/files/doc/GEM-TechnicalReport_2010-5_.pdf

[M@hdi42]

EZ-FRISK 7.60 Build 001
http://forum.civilea.com/Thread-ez-frisk-7-60-build-001
Size: 59.3 MB



http://pic.civilea.net/images/31222019221952193518.jpg


[I] بند انگشتی, برای دیدن عکس به صورت کامل بر روی آن کلیک نمایید




What's New in Version 7.60

EZ-FRISK Version 7.60 contains new capabilities, minor enhancements, and bug fixes.

New Features

The major new feature in this release is the Expression Evaluator attenuation equation form. This new form allows users to specify a completely novel attenuation equation formula, as well as specify equation coefficient headings, equation parameters, required site parameters. This form can access all of the rupture metrics provided by EZ-FRISK, such as Joyner-Boore distance, closest distance to rupture, depth at closest distance to rupture, etc. The formula is expressed as a code snippet, in a expression language with similarities to Java or MatLab. Please refer to the Expression Evaluator Attenuation Equation Editor and the Expression Evaluator equation form.

We have had a number of users request a simple table that summarizes the sources used in an analysis, to be included in reports to reviewing agencies. To meet this need, we've added a seismic source summary table to the echo report. This table provides the source, region, closest distance, an estimate of the deterministic magnitude, the fault mechanism, dip angle and direction, and indication of where the site lies relative to the source.

A frequent mistake users make with the USGS 2008 Nation Seismic Hazard Map model is to apply the NGA attenuation equations to deep slab sources such as a California Deep Gridded source, for which they are not appropriate. Previously, this did not cause any validation problems, because these attenuation equations were defined as being applicable to "All Sources", where in fact they are not applicable to subduction zone sources. To better describe the applicability of many attenuation equations, a "Crustal" pseudo-fault mechanism has been added to EZ-FRISK. Many of the existing standard attenuation equations for shallow, crustal earthquakes have been modified to use this mechanism, instead of the "All Sources" psuedo-fault mechanism. With this change, it is is now an error to use these attenuation equations with subduction zone sources. In coordination with this change, a new version of the USGS 2008 model is being released. Along with other changes, the new model changes the fault mechanism for the Charleston seismic zone from the "Area" pseudo-mechanism, to the "Crustal" so that it is compatible with the changes in the standard attenuation equation database.

When you open up a new seismic hazard analysis, you are now presented with a dialog box that allows you to choose the template for your new analysis. The available templates are determined by the seismic models you have installed on your computer. We anticipate updating all of our regional seismic models to provide templates that are good starting points for regional analyses.

Enhancements

The seismic hazard map now shows the surface projection of fault sources, along with the fault trace. This helps clarify whether a particular source is dipping towards or away from a particular site. Please note, currently the surface projection is calculated using the Zeng method for modeling the rupture surface, although, at present EZ-FRISK uses the Toro method of modeling the rupture surface in its calculations. For reverse and normal faults whose traces are significantly curved, there can be a significant difference in the shape of the rupture surface predicted by these two methods.

The calculation of the conditional mean spectrum was implemented in EZ-FRISK version 7.52. With the initial implementation, the mean epsilon over the various attenuation equations that were used with a source was used in calculating the CMS for a particular source. Even with a single attenuation equation, the use of a mean epsilon value does not result in the CMS passing exactly through target amplitude at the target spectral period. Consequently, the CMS had to be normalized to target amplitude. Now, instead of using the mean epsilon from deaggregation to calculate the CMS, the value of epsilon is calculated for the target amplitude at the target period for a particular attenuation equation. With this approach, there is no need to normalize the CMS, so that capability has been removed.

In the journal article "Modifications to Existing Ground Motion Prediction Equations in Light of New Data" to be published in the Issue 101:3 of the BSSA, Gail M. Atkinson and David M. Boore provide modifications to several of their attenuation equations. We have implemented the small magnitude modification for NGA equation, and the magnitude dependent stress drop for the ENA equation. Our implementation is based on pre-prints of the journal article retrieved from the Authors' web site.

The Abrahamson-Silva NGA equations now include all of the changes recommended in the August 1, 2009 Errata for "Summary of the Abrahamson and Silva NGA ground-motion relations" by Abrahamson, N.A. and W. J. Silva (2008), obtained from the author's web site.

The identify feature for soil condition maps is now implemented. This allows users to query the soil map for specific values of Vs30.

A log message is now written for the Vs30 value used in calculating hazard, when overriding the site paramter Vs30 value from soil map. Previously, when running a single site analysis, it was not possible for the user to determine the actual Vs30 value used in the hazard calculation, since the value reported in the echo file is not used.

The program now remembers whether you want to run with windows maximized or with overlapping windows. Previously, the program would always start up using overlapping windows and would use overlapping window whenever a new window was opened after all previous windows were closed.

Validation failure messages for mismatch between source's fault mechanism and attenuation equation now identifies the source that is a problem. This makes the messages much more helpful in diagnosing the problem.

Validation is now on intensity type plus fault mechanism. Previously, the validation was performed separately on intensity type and fault mechanism. If an equation supported different fault mechanism for different intensity types, a seismic hazard analysis could pass validation, but still fail at run time. This situation is now identified at validation rather than at run time.

Exceedance tables intensity type, amplitude units, and fault mechanisms can now be edited. Please note: it is still not possible to edit data though. This release improves loading data from external files into the exceedance table, so that it occurs once during analysis, rather than for each seismic source.

Bug Fixes

1. Under some circumstances, while performing spectral matching, an endless cascade of command prompt windows would be displayed on the users computer screen. This would effectively lock up the user's computer, sometimes requiring the computer to unplug the computer to recover. This was caused by executing an obsolete FORTRAN pause statement in a Windows program with no command console. All pause statements have now been converted to error returns.

2. This release removes the ability to specify the time window of an accelerogram to be used for matching. It has been found that current version of RspMatch does not properly handle this functionality when circumstances lead to dynamic padding of the accelerogram. In the future, we expect to reintroduce this feature, with the ability to specify the window for each particular input accelerogram.

3. This release converts part of the spectral matching algorithm to quad precision. Prior to this change, the algorithm would sometimes calculate values that were to big to be stored in double precision complex variables, a previously unrecognized issue with the improved tapered cosine method. The developer of the improved tapered cosine method asserts that by using quad precision complex numbers, this problem should not occur provided that the maximum frequency for spectral matching is no greater than 200 Hz, which is a reasonable upper limit of engineering interest.

4. In previous versions of EZ-FRISK, under some difficult to predict circumstances, the dynamic list of views displayed under the Windows menu would be incomplete. The cause of this problem was a flawed implementation of this feature by Microsoft, which they are apparently never going to address. To resolve this problem, the Microsoft implementation has been disabled, and the feature has been reimplemented with application-level custom code.

5. In previous versions of EZ-FRISK, if a user attempted to remove several attenuation equations from an analysis using the Select Attenuation Equation dialog, only the first equation would be removed. This problem has been resolved.

6. This release resolves a file sharing problem that prevented exceedance table attenuation equation from being used with multithreading.

EZ-FRISK 7.60 Build 001 - INSTALL ONLY
Size: 55.7 MB



http://pic.civilea.net/images/18821273135998121587.jpg


بند انگشتی, برای دیدن عکس به صورت کامل بر روی آن کلیک نمایید




Hi friends,

This is the installation of EZ-FRISK 7.60 Build 001. Hopefully Mr.Benny can create the medicine for this program.

http://www.mediafire.com/?4xa4plrh78xnk2r
http://hotfile.com/dl/127117156/5921d02/EZ-FRISK_v7.60.0.1.rar.html

[M@hdi42]

ARTeMIS Extractor and Testor Pro 2010 (30 days trial)
http://forum.civilea.com/Thread-artemis-extractor-and
Size: 143 MB



http://pic.civilea.net/images/46673579180147032802.gif


بند انگشتی, برای دیدن عکس به صورت کامل بر روی آن کلیک نمایید




ARTeMIS Extractor - Operational Modal Analysis

As the state-of-the-art software platform, used as the reference in Operational Modal Analysis for more than 10 years, ARTeMIS Extractor is still the most powerful and versatile tool for Operational Modal Analysis on the market today. Its ability to produce validated modal parameter estimates, based on parallel analysis of up to seven different analysis techniques, makes it the natural choice in mission critical applications.

Major Benefits

•In-situ testing of a structure – True boundaries
•Natural environment – True excitation forces even in the presence of deterministic signals (harmonics).
•Test during normal service state – No interruption needed - increased productivity.
•Use operational forces - No artificial excitation needed.
•Modal parameter results describes the true service state of the structure.
•Can be used on extremely small or large structures – size does not matter.
•Scalable software – Unlimited amount of sensors and data points.
•Handles multiple test setups (rowing sensors) and multiple reference points for increased mode shape accuracy.
•Fast and automatic results – Saves time.
•User friendly – Have your first modal parameters estimated in a matter of minutes.
•Versatile – If you can measure the vibration – ARTeMIS will always give you the answer.
•Open - Major data input file formats supported.
•Outstanding results – Validated output based on several parallel modal analysis – Accuracy.
•Results can directly be used by e.g. FE updating software solutions.

Key Features

•Operating Deflection Shapes
•Frequency Domain Operational Modal Analysis
•Time Domain Operational Modal Analysis
•Modal Validation

ARTeMIS Testor - Operational Modal Analysis

The ARTeMIS Testor is the natural support tool for any person doing Operational Modal Analysis. No matter if you are using the ARTeMIS Extractor for modal analysis or any other software, the ARTeMIS Testor is the natural choice that provides you with the possibilities that you need.

If you need a user friendly, powerful test management package to handle your test data in a simple, but very effective and flawless, the ARTeMIS Testor is the right solution and the right choice.

Key Features

•Geometry Generator

The operational modal analysis made with ARTeMIS is geometry driven. Measurements channels in use has to be linked to a geometry node, and mode shapes and operating deflection shapes need a realistic test geometry for proper animation.

The Geometry Generator is designed to help you produce a realistic test geometry in a simple manner. Draw it from scratch or import an existing geometry using e.g. Universal File Format. The drawing is object orientated enabling design of complex structures using more basic sub-elements, each with its own grid plane and coordinate system. Drawing options are: points, lines and triangular surfaces. Elements can be drawn using the mouse or by entering information in tables using the keyboard or copy/paste operations.

•Data Organizer

ARTeMIS is an open platform supporting many data file formats for input of the measured time series. If the file format includes DOF information about the sensor positions and directions, this will be used. If no DOF information is available use the drag and drop features of the data organizer for easy DOF assignment.

The data organizer is capable of administrating multiple test setups where the sensors are moved over the structure from measurement to measurement, keeping a few sensors in fixed positions as references. If multiple test setups are used the data organizer automatically identify the reference sensors. The data organizer also administrate if you have multiple measurements made with the same position of sensors. You can at any time select which of the measurements that should be used for further analysis.

http://www.filesonic.com/file/1607873924/setupa.rar
Includes Extractor 5.3 Build 2011.04.28 and Testor 5.2 Build 2011.04.28
Demo
password:
ForCivilEA

[M@hdi42]

ZMAP for earthquake catalog analysis
http://forum.civilea.com/Thread-zmap-for-earthquake-catalog
ZMAP



http://pic.civilea.net/images/50107641258297089916.jpg


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ZMAP

Earthquake catalogs are probably the most fundamental products of seismology and remain arguably the most useful for tectonic studies. Modern seismograph networks can locate up to 100,000 earthquakes annually, providing a continuous and sometime overwhelming stream of data.

ZMAP is a set of tools driven by a graphical user interface (GUI), designed to help seismologists analyze catalog data. You need the commercial software MATLAB to run ZMAP. ZMAP is primarily a research tool suited to the evaluation of catalog quality and to addressing specific hypotheses; however, it can also be useful in routine network operations. Roughly 150 scientists worldwide have used the software at least occasionally. About 50 peer-reviewed publications have made use of ZMAP. NOte, however, that we are not able to systematically mainatin and update ZMAP.

ZMAP was presented in an overview article in SRL. There is also a Cookbook available as a PDF document.

We have tried hard to make ZMAP as versatile, user-friendly, and accurate as possible. Nevertheless, some bugs remain and others have undoubtedly been introduced, and some features will remain cryptic to many users. If you have questions, suggestions or bug to report, feel free to send me an e-mail.
Using ZMAP with different MATLAB versions (6.1, 6.5, 7)

Basic ZMAP functions usually work on all MATLAB versions. However, since we are now mainly working with MATLAB 6.5 and MATLAB 7, problems may arise with earlier versions. Note that we are upgrading to MATLAB 7, thus some functions might not exist if you are using an earlier version.
Obtain ZMAP

To access zmap, please use this link





http://pic.civilea.net/images/43442878424383816529.jpg


بند انگشتی, برای دیدن عکس به صورت کامل بر روی آن کلیک نمایید




http://mercalli.ethz.ch/~eberhard/zmap.zip (http://mercalli.ethz.ch/%7Eeberhard/zmap.zip)
MapSeis

Size: 253 MB



http://pic.civilea.net/images/28991013328667066455.jpg


بند انگشتی, برای دیدن عکس به صورت کامل بر روی آن کلیک نمایید




mapSEIS (D. Eberhard): Perform various catalog analyses, including magnitude of completeness, b-values, and aftershock sequences. MapSeis is intended to succeed ZMAP; it is object-oriented and supports parallel computing. (GUI, MATLAB)

Runs under matlab 2008a or higher
http://www.corssa.org/software
http://mercalli.ethz.ch/~eberhard/MapSeis_Releases/MapSeis_current_beta.zip (http://mercalli.ethz.ch/%7Eeberhard/MapSeis_Releases/MapSeis_current_beta.zip)

[M@hdi42]

GEDCO VISTA v11.000.1853 (32 and 64 bit)
http://forum.civilea.com/Thread-gedco-vista-v11-000-1853
Size: 755 MB



http://pic.civilea.net/images/47411971984784495880.gif


بند انگشتی, برای دیدن عکس به صورت کامل بر روی آن کلیک نمایید





VISTA is a leading software package for QC and complete processing of 2D/3D seismic data acquired on land, offshore, or through VSP. First developed in 1985 as the market's first PC-based seismic data processing software, VISTA - which is also available for the LINUX environment - delivers proven algorithms for optimal field quality control to complete office processing. By taking advantage of VISTA's flexibility, reliability, and ease of use, processors increase their efficiency while maximizing the dependability of their results.
http://www.filesonic.com/file/2798293595/GV11.000.1853.part1.rar
http://www.filesonic.com/file/2798293615/GV11.000.1853.part2.rar
http://www.filesonic.com/file/2798293655/GV11.000.1853.part3.rar
password: ForCivilEA
Other links 997.2 MB (i suppose someone uploaded it from LAV team edition including documentation):
http://www.filesonic.com/file/2814820105/gevi111853.part1.rar
http://www.filesonic.com/file/2814793465/gevi111853.part2.rar
http://www.filesonic.com/file/2814782405/gevi111853.part3.rar
http://www.filesonic.com/file/2814764865/gevi111853.part4.rar

http://www.wupload.com/file/1454509146/gevi111853.part1.rar
http://www.wupload.com/file/1451895391/gevi111853.part2.rar
http://www.wupload.com/file/1451893186/gevi111853.part3.rar
http://www.wupload.com/file/1449420946/gevi111853.part4.rar

http://www.fileserve.com/file/H8ZN6X4/gevi111853.part1.rar
http://www.fileserve.com/file/HHNa94Z/gevi111853.part2.rar
http://www.fileserve.com/file/BjmPa8H/gevi111853.part3.rar
http://www.fileserve.com/file/ggCB7uh/gevi111853.part4.rar

[M@hdi42]

GEDCO OMNI 3D Design 11.0
http://forum.civilea.com/Thread-gedco-omni-3d-design
Size: 386.7 MB



http://pic.civilea.net/images/23332768537838215315.jpg


بند انگشتی, برای دیدن عکس به صورت کامل بر روی آن کلیک نمایید




OMNI 3D is the industry standard for seismic survey design and modeling. Developed by geophysicists for geophysicists, OMNI 3D is used by hundreds of specialists around the globe for the planning, execution, and analysis of land, marine, transition zone, VSP, and multi-component surveys.

Among the new enhancements in OMNI 3D version 11.0 are:

- 3D Illumination modeling using gridded velocity models
- Multi-Streamer acquisition modeling
- Simultaneous shooting modeling
- Improved 2D acquisition modeling
- Sail line turn optimization
- Dynamic report generation


I suppose this is the LAVteam edition posted by someone in other server.
Downloaded yesterday and checked in Windows 7 64 bit without success.
When my computer will be free i will check in 32 bit but you can check too.

http://www.filesonic.com/file/2726012201/go3dd11.0.rar

http://www.fileserve.com/file/XUHrpSx/go3dd11.0.rar

http://www.wupload.com/file/1049204786/go3dd11.0.rar

Other links:
http://www.filesonic.com/file/2751028895/GEDCO_OMNI_3D_Design_11.0.part1.rar
http://www.filesonic.com/file/2751028915/GEDCO_OMNI_3D_Design_11.0.part2.rar
http://www.filesonic.com/file/2751029655/GEDCO_OMNI_3D_Design_11.0.part3.rar
http://www.filesonic.com/file/2751028745/GEDCO_OMNI_3D_Design_11.0.part4.rar

http://www.wupload.com/file/1237122676/GEDCO_OMNI_3D_Design_11.0.part1.rar
http://www.wupload.com/file/1237122661/GEDCO_OMNI_3D_Design_11.0.part2.rar
http://www.wupload.com/file/1237122681/GEDCO_OMNI_3D_Design_11.0.part3.rar
http://www.wupload.com/file/1237122656/GEDCO_OMNI_3D_Design_11.0.part4.rar

I don't know which crack all above links contain but this one works.
http://www.filesonic.com/file/2781907355/GVO_v11.rar
RAR Password: ForCivilEA

[M@hdi42]

دانلود نرم افزار تحلیل خطر لرزه ای تحت Dos (+دستورالعمل)

( Seisrisk III )

به حجم 2.26 مگابایت

در فرمت فشرده (rar)

رمز : Sarmad

لینک دانلود :

http://s2.picofile.com/file/7198227418/SeisRisk.rar.html

منبع : سرمد
http://sarmad.blogsky.com/
بازگشت به صفحه اصلی وبلاگ مهندسی عمران راه و ساختمان(مهندس حسن فراهانی)

http://hfarahani48.blogfa.com/post-7962.aspx

[M@hdi42]

دانلود نسخه کامل نرم افزار Perform 3D ورژن 5 - همراه با کرک
به نقل از icivil (http://www.icivil.ir/omran/civil-software/cat-11/-perform-3d-5--.php)
در ادامه به معرفی و دانلود نسخه کامل نرم افزار مهم مهندسی عمران CSI Perform-3D V5 همراه با کرک آن خواهیم پرداخت این نسخه کامل است و ویدئوهای آموزشی اورجینال هم در آن قرار داده شده....
CSI Perform-3D برنامه ای خاص با تمرکز ویژه روی طراحی مقاوم لرزه ای است. با استفاده از این برنامه می توان سازه های پیچیده شامل سازه های با دیوار برشی را به صورت غیر خطی و بر اساس حالت های حدی مختلف مقاومت و تغییر شکل، تحلیل کرد.
هندسه ی مدل را می توان از برنامه ی SAP2000 یا ETABS بازخوانی کرد. در برنامه از انواع مختلفی از المان ها شامل: تیرها، مهاربندها، دیوارهای برشی(با بازشو)، دال کف، میراگرها و جداساز ها می توان استفاده کرد.
تحلیل های غیر خطی می توانند به صورت استاتیکی و یا دینامیکی روی یک مدل انجام شوند. بارها می توانند در مراحل متفاوت بر سازه اعمال گردند. به عنوان مثال، بار دینامیکی زلزله می تواند پس از بار استاتیکی غیر خطی وارد شود.
این برنامه قابلیت های قدرتمندی برای طراحی بر اساس عملکرد داشته و می تواند نسبتهای ظرفیت نیاز را برای تمام اجزاء و برای حالت های حدی محاسبه کند. ارزیابی عملکرد بر اساس ATC-40، FEMA-356 و ATC-440 به صورت خودکار انجام می شود.
خروجی های برنامه شامل نسبت ظرفیت/ نیاز، نمودارهای غیر خطی استاتیکی، نمایش های بالانس انرژی، اشکال مودی، هندسه ی تغییر شکل یافته و پاسخ های نیرو و تغییر مکان تاریخچه زمانی هستند.



http://www.icivil.ir/image/uploads/13526711721.jpg


بند انگشتی, برای دیدن عکس به صورت کامل بر روی آن کلیک نمایید




مدلسازی
- بازخوانی هندسه مدل از برنامه ی SAP 2000 و ETABS
- امکان مدلسازی با هر تعداد المان
- المان های خطی و غیر خطی
- سهولت استفاده از محیط گرافیکی برنامه
- المان های تیر، ستون و مهاربند
- لینک های برشی و Panel Zone
- دیوارهای برشی پیچیده با بازشو
- گسیختگی اتصالات
- دال کف
- میراگرهای سیال
- جداسازهای اصطکاکی
- مفاصل پلاستیک با اندرکنش PMM
- اثرات P-Delta

تحلیل غیرخطی
- تحلیل استاتیکی غیر خطی سه بعدی (Pushover)
- تحلیل تاریخچه زمانی غیر خطی سه بعدی
- استفاده از مقاطع مسلح به الیاف برای مصالح مختلف
- تعیین ظرفیت های غیر خطی بر اساس تغییر شکل و یا مقاومت
- انجام تحلیل دینامیکی غیر خطی پس از تحلیل استاتیکی غیر خطی
- در نظر گرفتن تحلیل استاتیکی غیر خطی چرخه ای

تحلیل خودکار
- در نظر گرفتن رابطه ی نیرو - تغییر مکان سه خطی
- در نظر گرفتن کاهش سختی تحت بارهای چرخه ای
- محاسبه ی اتلاف انرژی
- تحلیل P-Delta
- بارگذاری ناشی از زلزله های مختلف
- امکان تغییر مقاومت اعضا بدون تغییر مدل
- موتور تحلیل کارا برای سازه های بزرگ

عملکرد بر اساس ارزیابی
- تحلیل استاتیکی غیر خطی بر اساس ATC-40، FEMA-356 و ATC-440
- حالت های حدی بر اساس تغییر شکل، مقاومت و یا تغییر شکل نسبی
- نسبتهای ظرفیت/ نیاز
- محاسبه ی نسبت های ظرفیت/ نیاز برای زلزله های متعدد
- محاسبه ی ظرفیت های تغییر شکل یا مقاومت برای انواع المانها
- محاسبه ی بالانس انرژی برای افت انرژی

خروجی ها
- ترسیم نمودارهای رنگی نسبتهای ظرفیت / نیاز
- نمودارهای پاسخ برای ATC-40، FEMA-356 و ATC-440
- نتایج تاریخچه زمانی مربوط به تغییر شکل، تغییر شکل نسبی و نیروها
- نمایش تاریخچه زمانی پاسخ نیروها برای گروهی از المانها
- نمودارهای برش و خمش
- نمایش نیرو برای گروهی از المانها
- نمایش هندسه ی تغییر شکل یافته به صورت متحرک
- نمایش اشکال مودی به صورت متحرک
- نمودارهای چرخه ی هیستریزیس
- نمودارهای بالانس انرژی

با کلیک روی لینک های زیر که در 4 پارت تقریبا 50 مگابایتی آماده شده است ابتدا تمام قسمت ها را دانلود کرده و در یک پوشه قرار داده و سپس از حالت فشرده خارج کنید و به نصب آن بپردازید

دانلود قسمت اول نرم افزارCSI Perform-3D
http://icivil.ir/short/?perform3dv5-p1
دانلود قسمت دوم نرم افزارCSI Perform-3D
http://icivil.ir/short/?perform3dv5-p2
دانلود قسمت سوم نرم افزارCSI Perform-3D
http://icivil.ir/short/?perform3dv5-p3
دانلود قسمت چهارم نرم افزارCSI Perform-3D
http://icivil.ir/short/?perform3dv5-p4