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Structural dynamics and probabilistic analyses for engineers / (Record no. 9021)

MARC details
000 -LEADER
fixed length control field	07788cam a22003014a 4500
001 - CONTROL NUMBER
control field	15345441
005 - DATE AND TIME OF LATEST TRANSACTION
control field	20190128083803.0
008 - FIXED-LENGTH DATA ELEMENTS--GENERAL INFORMATION
fixed length control field	080626s2008 ne a b 001 0 eng
010 ## - LIBRARY OF CONGRESS CONTROL NUMBER
LC control number	2008274553
020 ## - INTERNATIONAL STANDARD BOOK NUMBER
International Standard Book Number	9780750687652
040 ## - CATALOGING SOURCE
Original cataloging agency	DLC
Transcribing agency	DLC
Modifying agency	DLC
050 00 - LIBRARY OF CONGRESS CALL NUMBER
Classification number	TA654
Item number	.M3788 2008
082 00 - DEWEY DECIMAL CLASSIFICATION NUMBER
Classification number	624.171
Edition number	22
100 1# - MAIN ENTRY--PERSONAL NAME
Personal name	Maymon, Giora.
245 10 - TITLE STATEMENT
Title	Structural dynamics and probabilistic analyses for engineers /
Statement of responsibility, etc	Giora Maymon.
250 ## - EDITION STATEMENT
Edition statement	1st ed
260 ## - PUBLICATION, DISTRIBUTION, ETC. (IMPRINT)
Place of publication, distribution, etc	Amsterdam ;
--	Boston :
Name of publisher, distributor, etc	Elsevier Butterworth-Heinemann,
Date of publication, distribution, etc	c2008.
300 ## - PHYSICAL DESCRIPTION
Extent	xxxiii, 440 p. :
Other physical details	ill. ;
Dimensions	24 cm. +
Accompanying material	1 CD-ROM (4 3/4 in.)
504 ## - BIBLIOGRAPHY, ETC. NOTE
Bibliography, etc	Includes bibliographical references (p. 420-426) and index.
505 ## - FORMATTED CONTENTS NOTE
Formatted contents note	CHAPTER<br/>1 Some Basics of the Theory of Vibrations 1<br/>1.1 A Single Degree of Freedom System 1<br/>1.2 Response of a SDOF to (Any) Transient Load 7<br/>1.3 Multiple-Degrees-of-Freedom (MDOF) System 11<br/>1.4 Infinite-Degrees-of-Freedom (Continuous) System 18<br/>1.5 Mounted Mass 19<br/>CHAPTER<br/>2 Dynamic Response of Beams and Other Structures<br/>to Deterministic Excitation 21<br/>2.1 A Generic Example of a Cantilever Beam 21<br/>2.2 Some Basics of the Slender Beam Theory 21<br/>2.3 Modal Analysis of a Slender Cantilever Beam 25<br/>2.4 Stress Modes of a Slender Cantilever Beam 29<br/>2.5 Response of a Slender Beam to Harmonic Excitation 35<br/>2.5.1 Response of beams to base excitation 37<br/>2.5.2 Response of a cantilever beam to harmonic tip force 38<br/>2.5.3 Response of a cantilever beam to harmonic base excitation 41<br/>2.5.4 Two external forces 44<br/>2.6 Response of a Structure with Mounted Mass to Harmonic<br/>Excitation 45<br/>2.7 Symmetric and Anti-symmetric Modes and Loads 52<br/>2.8 Response of a Simply Supported Plate to Harmonic<br/>Excitation 57<br/>2.9 Vibrations of Shells 66<br/>CHAPTER<br/>3 Dynamic Response of a Structure to Random Excitation 70<br/>3.1 Random Excitation and Response 70<br/>3.2 Response of an Elastic Structure to Random Excitation 78<br/>3.2.1 Closed form solution 85<br/>3.3 Response of a Cantilever Beam to Clamp Displacement<br/>Excitation 88<br/>3.4 Response of a Cantilever Beam to Tip Displacement<br/>Excitation 92<br/>3.5 Simulation of an Important Structural Parameter<br/>in a Vibration Test 96<br/>3.5.1 Two examples 97<br/>3.6 Response of a Structure to Acoustic Excitation 116<br/>3.7 An Example of a Frame Structure 125<br/>3.8 Response of a Structure with Mounted Mass to Random<br/>Excitation 132<br/>3.9 Response of a Simply Supported Plate to Random<br/>Excitation 140<br/>CHAPTER<br/>4 Contacts In Structural Systems 146<br/>4.1 Static Contact 146<br/>4.1.1 An example of a static contact problem 147<br/>4.2 Analytical Solution for a Dynamic Contact Problem 150<br/>4.3 The Two DOF Contact Problem 157<br/>4.4 Numerical Solution of a Dynamic Contact<br/>Problem-Force Excitation 162<br/>4.5 Numerical Solution of a Dynamic Contact<br/>Problem-Base Excitation 167<br/>CHAPTER<br/>5 Nondeterministic Behavior of Structures 173<br/>5.1 Probabilistic Analysis of Structures 173<br/>5.1.1 The basic stress-strength case 177<br/>5.2 Solutions for the Probability of Failure 180<br/>5.2.1 Analytical solution-the Lagrange multiplier method 180<br/>5.2.2 The monte carlo simulation 183<br/>5.2.3 Solution with a probabilistic analysis program 184<br/>5.2.4 Solutions for cases where no closed-form expressions exist 185<br/>5.3 Solution with a Commercial Finite Element Program 191<br/>5.4 Probability of Failure of Dynamically Excited Structures 192<br/>5.5 Structural Systems 198<br/>5.6 Model Uncertainties 208<br/>CHAPTER<br/>6 Random Crack Propagation 217<br/>6.1 Crack Propagation in a Structural Element 217<br/>6.2 Effects of a Static Bias on the Dynamic Crack Growth 223<br/>6.3 Stochastic Crack Growth and the Probability of Failure<br/>for Harmonic Excitation 228<br/>6.4 Initial Cracks and Flaws 237<br/>6.5 Probabilistic Crack Growth Using the "Unified"<br/>Approach 246<br/>6.6 Stochastic Crack Growth and the Probability of Failure<br/>for Random Excitation 266<br/>CHAPTER<br/>7 Design Criteria 275<br/>7.1 Dynamic Design Criteria 275<br/>7.1.1 Case of under-design 276<br/>7.1.2 Case of over-design 277<br/>7.2 The Factor of Safety 283<br/>7.2.1 Factor of safety 283<br/>7.3 Reliability Demonstration of Structural Systems 289<br/>7.3.1 Reliability demonstration (verification) is integrated into<br/>the design process 293<br/>7.3.2 Analysis of failure mechanism and failure modes 293<br/>7.3.3 Modeling the structural behavior; and verifying the model<br/>by tests 294<br/>7.3.4 Design of structural development tests to surface failure<br/>modes 294<br/>73.5 Design of structural development tests to surface<br/>unpredicted failure modes 295<br/>73.6 "Cleaning"failure mechanism and failure modes 295<br/>73.7 Determination of the required safety margins, the<br/>confidence in the models and the relevant parameters 296<br/>73.8 Determination of the demonstrated reliability by "orders of<br/>magnitude" 296<br/>CHAPTER<br/>8 Some Important Computer Programs for Structural Analysis 300<br/>8.1 Finite Elements Programs 300<br/>8.2 Probabilistic Analysis Programs 301<br/>8.3 Crack Propagation Programs 304<br/>8.4 Mathematical Solvers 305<br/>CHAPTER<br/>9 Conclusions-Do and Don't Do in Dynamic and Probabilistic<br/>Analyses 307<br/>APPENDIX<br/>Computer Files for the Demonstration Problems 313<br/>1 Introduction 313<br/>2 List of Files 314<br/>3 Files Listing 317<br/>References 420<br/>Index 427
650 #0 - SUBJECT ADDED ENTRY--TOPICAL TERM
Topical term or geographic name as entry element	Structural dynamics.
650 #0 - SUBJECT ADDED ENTRY--TOPICAL TERM
Topical term or geographic name as entry element	Structural analysis (Engineering)
650 #0 - SUBJECT ADDED ENTRY--TOPICAL TERM
Topical term or geographic name as entry element	Probabilities.
856 42 - ELECTRONIC LOCATION AND ACCESS
Materials specified	Publisher description
Uniform Resource Identifier	<a href="http://www.loc.gov/catdir/enhancements/fy0838/2008274553-d.html">http://www.loc.gov/catdir/enhancements/fy0838/2008274553-d.html</a>
906 ## - LOCAL DATA ELEMENT F, LDF (RLIN)
a	7
b	cbc
c	origres
d	2
e	ncip
f	20
g	y-gencatlg
942 ## - ADDED ENTRY ELEMENTS (KOHA)
Source of classification or shelving scheme	Dewey Decimal Classification
Item type	Books

Holdings
Withdrawn status	Lost status	Source of classification or shelving scheme	Damaged status	Not for loan	Home library	Current library	Shelving location	Date acquired	Total Checkouts	Full call number	Barcode	Date last seen	Date last borrowed	Price effective from	Koha item type	Public note
		Dewey Decimal Classification			Centeral Library	Centeral Library	Second Floor - Engineering & Architecture	16.11.2016	1	624.171 M.G.S 2008	11511	20.09.2018	22.11.2016	16.11.2016	Books
		Dewey Decimal Classification			Centeral Library	Centeral Library	Second Floor - Engineering & Architecture	14.09.2017		624.171 M.G.S 2008	900048484	14.09.2017		14.09.2017	Compact Disk	230 ENG