Simplified methods for analysis of response to dynamic loading

Simplified methods for analysis of response t ...
Fire and Blast Information Gro ...
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Last edited by MARC Bot
December 19, 2022 | History

Simplified methods for analysis of response to dynamic loading

'This Technical Note describes the development and verification of a new SDOF model for steel members subject to explosion loading. This document addresses some of the shortcomings of the Biggs method for the response analysis of structures to dynamic loading in general, and to blast loading in particular. A new SDOF model has been developed, which is sophisticated enough to capture the main effects ignored by Biggs, but simple enough for practical application in a design office environment. This Note provides an overview of the problem characteristics as well as the formulation method used in developing the new SDOF method. The details of the new model are then provided, mainly in the form of parametric tables, covering both the bending and catenary states of the elasto-plastic member response."--Knovel.

Publish Date
Language
English
Pages
50

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Edition Availability
Cover of: Simplified methods for analysis of response to dynamic loading
Simplified methods for analysis of response to dynamic loading
2002, Steel Construction Institute
in English

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Book Details


Edition Notes

"This note was compiled by Fadi H. Hamdan. It is based on the work that was carried out by Bassam A. Izzuddin."

Includes bibliographical references (page 50).

Published in
Ascot
Series
Technical note -- 7, Technical note (Fire and Blast Information Group) -- 7.
Other Titles
Technical note and worked examples to supplement the interim guidance notes for the design and protection of topside structures against explosion and fire

Classifications

Dewey Decimal Class
624.176
Library of Congress
TA654.7

The Physical Object

Pagination
1 online resource (v, 50 pages)
Number of pages
50

ID Numbers

Open Library
OL44477445M
ISBN 10
1613447426
ISBN 13
9781613447420
OCLC/WorldCat
794360790

Source records

marc_columbia MARC record

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December 19, 2022 Created by MARC Bot import new book