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