Introduction to structural dynamics

[M@hdi42]

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Introduction to structural dynamics
http://forum.civilea.com/Thread-intr...uctural--18796
Author: John M Biggs | Size: 8,447 KB | Format: PDF | Publisher: New York, McGraw-Hill | Year: 1964
One of the best books in the field of structural dynamics
Contents:
01. Numerical Analysis of Simple Systems
02. Rigorous Analysis of One-degree Systems
03. Lumped-mass Multidegree Systems
04. Structures with Distributed Mass and Load
05. Approximate Design Methods
06. Earthquake Analysis and Design
07. Blast-resistant Design
08. Beams Subjected to Moving Loads

Hope it would be useful for someone

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Additional info:

# Hardcover: 341 pages
# Publisher: McGraw-Hill Companies (June 1, 1964)
# Language: English
# ISBN-10: 0070052557
# ISBN-13: 978-0070052550

Customer Reviews:

This book presents the practicing Engineer with a method to analyse a beam subjected to various point and uniformly distributed dynamic loads, by making an analogy to a spring mass system. Various applied load time histories and the structural response are explored for applications such as blast and earthquake loadings. This is a must for Structural Engineers who require to perform both hand and simple computational structural analysis. Elastic and Elasto plastic analysis is considered for simple beam elements as well as two dimensional frameworks.

Excellent book written before the days of computing power and all the better for it. It concentrates on fundamentals. The charts on dynamic load factors are unequalled and have helped me save time and money.

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[M@hdi42]

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LOAD AND RESISTANCE FACTOR DESIGN SPECIFICATION For Structural Steel Buildings
http://forum.civilea.com/Thread-ansi...-specification

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Supersedes the Load and Resistance Factor Design Specification
for Structural Steel Buildings dated
December 1, 1993 and all previous versions.
Prepared by the
American Institute of Steel Construction, Inc.
Under the Direction of the
AISC Committee on Specifications and approved by
the AISC Board of Directors.
The information presented in this publication has been prepared in accordance with
recognized engineering principles and is for general information only. While it is
believed to be accurate, this information should not be used or relied upon for any
specific application without competent professional examination and verification of
its accuracy, suitability, and applicability by a licensed engineer, architect or other
professional. The publication of the material contained herein is not intended as a
representation or warranty on the part of the American Institute of Steel Construction,
Inc. or of any other person named herein, that this information is suitable for
any general or particular use or of freedom from infringement of any patent or patents.
Anyone making use of this information assumes all liability arising from such
use.
Caution must be exercised when relying upon other specifications and codes developed
by other bodies and incorporated by reference herein since such material may
be modified or amended from time to time subsequent to the printing of this edition.
The American Institute of Steel Construction, Inc. bears no responsibility for such
material other than to refer to it and incorporate it by reference at the time of the
initial publication of this edition.
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