M@hdi42
11th October 2013, 11:29 PM
[THESIS] BUCKLING BEHAVIOR OF COLD-FORMED STEEL LIPPED CHANNEL IN COMPRESSION
http://forum.civilea.com/Thread-thesis-buckling-behavior
Author: R.L. CHAUHAN | Size: 3.11 MB | Format: PDF | Year: 2010-2011 | pages: 96
http://pic.civilea.net/images/05117287735829423113.jpg
بند انگشتی, برای دیدن عکس به صورت کامل بر روی آن کلیک نمایید
The objective of this study is to investigate the buckling behavior of cold formed steel lipped channel columns. Specific objective of study is to check effectiveness of current Indian standard prequalified section database.
Literature study exposes a lack of understanding of this subject. Computational modeling using finite strip method has been carried out along with experimental verification. The finite strip models were used to generate additional database required for parametric study on buckling behavior of cold-formed steel lipped channel sections. Results of parametric study were used to understand various buckling modes.
At the end of the study, some limits to geometric parameter are suggested in order to delay local and distortional buckling of cold-formed steel lipped channel in compression.
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http://forum.civilea.com/Thread-thesis-buckling-behavior
Author: R.L. CHAUHAN | Size: 3.11 MB | Format: PDF | Year: 2010-2011 | pages: 96
http://pic.civilea.net/images/05117287735829423113.jpg
بند انگشتی, برای دیدن عکس به صورت کامل بر روی آن کلیک نمایید
The objective of this study is to investigate the buckling behavior of cold formed steel lipped channel columns. Specific objective of study is to check effectiveness of current Indian standard prequalified section database.
Literature study exposes a lack of understanding of this subject. Computational modeling using finite strip method has been carried out along with experimental verification. The finite strip models were used to generate additional database required for parametric study on buckling behavior of cold-formed steel lipped channel sections. Results of parametric study were used to understand various buckling modes.
At the end of the study, some limits to geometric parameter are suggested in order to delay local and distortional buckling of cold-formed steel lipped channel in compression.
http://depositfiles.com/files/t0t2wgn8i
http://hotfile.com/dl/124589833/8e70e72/RLC_DISSERTATION.pdf.html
http://www.ziddu.com/download/15761754/RLC_DISSERTATION.pdf.html
http://www.easy-share.com/1916795140/RLC_DISSERTATION.pdf
http://www.zshare.net/download/92816236bd196895/
http://www.2shared.com/document/l-wuuPWu/RLC_DISSERTATION.html
http://ifile.it/c57y82p/RLC_DISSERTATION.pdf
http://hotfile.com/dl/124589790/17a0fc0/RLC_DISSERTATION.pdf.html
http://uploadbox.com/files/bdbbe8b514
http://uploading.com/files/4ffed7a4/RLC_DISSERTATION.pdf/
http://www.filefactory.com/file/cc73b42/n/RLC_DISSERTATION.pdf
http://depositfiles.com/files/l9sk4hrcd
http://www.easy-share.com/1916795131/RLC_DISSERTATION.pdf
http://www.megaupload.com/?d=EQ41EI6Z
http://www.uploadstation.com/file/Avjy27v
http://hulkshare.com/hs5z3orfc0kw/RLC_DISSERTATION_1.pdf.html
http://www.wupload.com/file/63041603
http://www.fileserve.com/file/Vhtnayv
http://www.load.to/W8U8LoXiHp/RLC_DISSERTATION_0.pdf
http://www.megashare.com/3419712
http://ifile.it/zra1pvk/RLC_DISSERTATION_0.pdf