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Dynamics of Structures (Record no. 639)

MARC details
000 -LEADER
fixed length control field 02463nam a2200241Ia 4500
001 - CONTROL NUMBER
control field 0002444
003 - CONTROL NUMBER IDENTIFIER
control field OSt
005 - DATE AND TIME OF LATEST TRANSACTION
control field 20190619134952.0
008 - FIXED-LENGTH DATA ELEMENTS--GENERAL INFORMATION
fixed length control field 170602s9999 xx 000 0 und d
020 ## - INTERNATIONAL STANDARD BOOK NUMBER
International Standard Book Number 9788123926636
028 ## - PUBLISHER NUMBER
Qualifying information 2016
Source RBSA, Jaipur
040 ## - CATALOGING SOURCE
Language of cataloging English
Original cataloging agency BSDU
Transcribing agency BSDU
082 ## - DEWEY DECIMAL CLASSIFICATION NUMBER
Classification number 624.171
Item number CLO
100 ## - MAIN ENTRY--PERSONAL NAME
Personal name Clough, Ray W
245 #0 - TITLE STATEMENT
Title Dynamics of Structures
250 ## - EDITION STATEMENT
Edition statement 2nd
260 ## - PUBLICATION, DISTRIBUTION, ETC.
Name of publisher, distributor, etc. CBS Publishers & Distributors Pvt. Ltd
Place of publication, distribution, etc. New Delhi
Date of publication, distribution, etc. 2015
300 ## - PHYSICAL DESCRIPTION
Extent 738
500 ## - GENERAL NOTE
General note The general organization of text material remains unchanged from the first edition. It progresses logically from a treatment of single-degree-of-freedom systems to multi-degree-of-freedom discrete-parameter systems and then on to infinite-degree-of-freedom continuous systems. The concept of force equilibrium, which forms the basis of static analysis of structures, is retained so that the experienced engineer can easily make the transition to performing a dynamic analysis. It is essential therefore that the student of structural dynamics have a solid background in the theories of statics of structures, including matrix methods, and it is assumed that the readers of this text have such preparation. The theoretical treatment in Parts I, II, and III is deterministic in nature because it makes use of dynamic loadings which are fully prescribed even though they may be highly irregular and transient with respect to time. The treatment of random vibrations in Part IV is however stochastic (random) in form since the loadings considered can be characterized only in a statistical manner. An understanding of basic probability theory is therefore an essential prerequisite to the study of this subject. Before proceeding with this study, it is recommended that the student take a full course on probability theory; however, if this has not been done, the brief treatment of probability concepts given in Chapter 20 can serve as minimum preparation. The solution of a typical structural dynamics problem is considerably more complicated than its static counterpart due to the addition-of inertia and damping to the elastic resistance forces and due to the time dependency of all force quantities. For most practical situations, the solution usually is possible only through the use of a high-speed digital computer, which has become the standard tool of the structural dynamicist.
650 ## - SUBJECT ADDED ENTRY--TOPICAL TERM
Topical term or geographic name entry element Civil
700 ## - ADDED ENTRY--PERSONAL NAME
Personal name Penzien, Joseph
942 ## - ADDED ENTRY ELEMENTS (KOHA)
Source of classification or shelving scheme Dewey Decimal Classification
Koha item type Books
Holdings
Withdrawn status Lost status Source of classification or shelving scheme Damaged status Not for loan Home library Current library Date acquired Cost, normal purchase price Total Checkouts Full call number Barcode Date last seen Date last checked out Cost, replacement price Price effective from Koha item type
    Dewey Decimal Classification     BSDU Knowledge Resource Center, Jaipur BSDU Knowledge Resource Center, Jaipur 12/13/2016 795.00 1 624.171 CLO 002444 02/12/2020 09/18/2019 795.00 06/02/2017 Books