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...

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Bibliographic Details
Corporate Authors Steel Construction Institute (Great Britain). Fire and Blast Information Group, Knovel (Firm)
Other Authors Hamdan, Fadi H., Izzuddin, Bassam A.
Format eBook
LanguageEnglish
Published Ascot : Steel Construction Institute, 2002.
SeriesTechnical note (Fire and Blast Information Group) ; 7.
Subjects
Online AccessFull text
ISBN9781613447420
Physical Description1 online zdroj (v, 50 p.) : ill.

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Summary:'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.
Item Description:"This note was compiled by Fadi H. Hamdan. It is based on the work that was carried out by Bassam A. Izzuddin".
Bibliography:Includes bibliographical references (p. 50).
ISBN:9781613447420
Access:Plný text je dostupný pouze z IP adres počítačů Univerzity Tomáše Bati ve Zlíně nebo vzdáleným přístupem pro zaměstnance a studenty univerzity
Physical Description:1 online zdroj (v, 50 p.) : ill.