Bataan Peninsula State University

Elements of Matrix and Stability Analysis of Structures: (Record no. 4616)

MARC details
000 -LEADER
fixed length control field 02639nam a2200325 i 4500
001 - CONTROL NUMBER
control field 14313
003 - CONTROL NUMBER IDENTIFIER
control field 0000000000
005 - DATE AND TIME OF LATEST TRANSACTION
control field 20240411192321.0
008 - FIXED-LENGTH DATA ELEMENTS--GENERAL INFORMATION
fixed length control field 170117n 000 0 eng d
020 ## - INTERNATIONAL STANDARD BOOK NUMBER
International Standard Book Number 9788174093165
035 ## - SYSTEM CONTROL NUMBER
System control number (0000000000)63942
040 ## - CATALOGING SOURCE
Description conventions rda
100 1# - MAIN ENTRY--PERSONAL NAME
Personal name Selvam, V.K. Manicka.
245 10 - TITLE STATEMENT
Title Elements of Matrix and Stability Analysis of Structures:
Remainder of title For Engineering Students
Statement of responsibility, etc. Selvam, V.K. Manicka.
250 ## - EDITION STATEMENT
Edition statement 1st edition
264 #4 - PRODUCTION, PUBLICATION, DISTRIBUTION, MANUFACTURE, AND COPYRIGHT NOTICE
Place of production, publication, distribution, manufacture New Delhi:
Name of producer, publisher, distributor, manufacturer Khanna Pub,
Date of production, publication, distribution, manufacture, or copyright notice c2014
300 ## - PHYSICAL DESCRIPTION
Extent xxviii, 1412p. :
Other physical details illus. ;
Dimensions 21.5cm.
336 ## - CONTENT TYPE
Content type term text
Source rdacontent
337 ## - MEDIA TYPE
Media type term unmediated
Source rdamedia
338 ## - CARRIER TYPE
Carrier type term volume
Source rdacarrier
520 ## - SUMMARY, ETC.
Summary, etc. As of previous edition, the spirit of the present text is also one of dissemination of knowledge and consideration of human welfare. Therefore, beginning with the first edition, successive editions have been supplemented with new materials. In the text, more information on "stability" has been furnished. For non-prismatic Euler columns, exact solution for the critical load is impossible to obtain in the majority of cases. As a result, approximate methods are being resorted to. The Slope and Deflection Comparison Procedure and the Newmark Method are accurate analytical tools. However, their application is restricted to only cantilever (or two-hinged) columns.
520 ## - SUMMARY, ETC.
Summary, etc. The finite difference method and the finite element method are computer-oriented techniques. In finite difference method, the fourth order differential equation is replaced by a difference equation and with the help of a software and computer, the eigenvalues are extracted. This method is of practical use rather than curricular interest. As is well-known, the FEM is not a right choice for every problem. It is so with the finding of critical load of non-prismatic columns also. In such a situation, the only choice then falls on Timoshenko's energy method. It is a neat and versatile procedure suitable for all Euler columns.
650 #7 - SUBJECT ADDED ENTRY--TOPICAL TERM
Topical term or geographic name entry element Structural Analysis(Engineering)
General subdivision 2014
-- New Delhi
-- paperbound.
Source of heading or term sears
Holdings
Withdrawn status Lost status Damaged status Not for loan Home library Current library Shelving location Date acquired Inventory number Full call number Barcode Date last seen Price effective from Koha item type
        Main Library Main Library Reserve   25411 624.171 Se469 3BPSU00017253T 08/09/2024 03/07/2024 Books
        Main Library Main Library Reserve   25412 624.171 Se469 3BPSU00017254U 08/09/2024 03/07/2024 Books
        Main Library Main Library Reserve   25413 624.171 Se469 3BPSU00017255V 08/09/2024 03/07/2024 Books
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