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 Author Fire and Blast Information Group (Firm)
Other Authors Hamdan, Fadi, Izzuddin, Bassam A.
Format Electronic eBook
LanguageEnglish
Published Ascot : Steel Construction Institute, 2002.
SeriesTechnical note (Fire and Blast Information Group) ; 7.
Subjects
Online AccessFull text
ISBN9781613447420
1613447426
Physical Description1 online resource (v, 50 pages) : illustrations.

Cover

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020 |a 9781613447420  |q (electronic bk.) 
020 |a 1613447426  |q (electronic bk.) 
035 |a (OCoLC)794360790  |z (OCoLC)896285731  |z (OCoLC)1086954540  |z (OCoLC)1124356124 
110 2 |a Fire and Blast Information Group (Firm) 
245 1 0 |a Simplified methods for analysis of response to dynamic loading /  |c Fire and Blast Information Group. 
246 1 4 |a Technical note and worked examples to supplement the interim guidance notes for the design and protection of topside structures against explosion and fire 
260 |a Ascot :  |b Steel Construction Institute,  |c 2002. 
300 |a 1 online resource (v, 50 pages) :  |b illustrations. 
336 |a text  |b txt  |2 rdacontent 
337 |a computer  |b c  |2 rdamedia 
338 |a online resource  |b cr  |2 rdacarrier 
490 1 |a Technical note ;  |v 7 
500 |a "This note was compiled by Fadi H. Hamdan. It is based on the work that was carried out by Bassam A. Izzuddin." 
504 |a Includes bibliographical references (page 50). 
506 |a Plný text je dostupný pouze z IP adres počítačů Univerzity Tomáše Bati ve Zlíně nebo vzdáleným přístupem pro zaměstnance a studenty 
520 |a '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. 
590 |a Knovel  |b Knovel (All titles) 
650 0 |a Blast effect. 
650 0 |a Buildings  |x Blast effects. 
650 0 |a Materials  |x Dynamic testing. 
655 7 |a elektronické knihy  |7 fd186907  |2 czenas 
655 9 |a electronic books  |2 eczenas 
700 1 |a Hamdan, Fadi. 
700 1 |a Izzuddin, Bassam A. 
830 0 |a Technical note (Fire and Blast Information Group) ;  |v 7. 
856 4 0 |u https://proxy.k.utb.cz/login?url=https://app.knovel.com/hotlink/toc/id:kpSMARDLF1/simplified-methods-for?kpromoter=marc  |y Full text