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
Language: English
Published: Ascot : Steel Construction Institute, 2002.
Series: Technical note (Fire and Blast Information Group) ; 7.
Subjects:
Blast effect.
Buildings > Blast effects.
Materials > Dynamic testing.
elektronické knihy
electronic books
ISBN: 9781613447420
Physical Description: 1 online zdroj (v, 50 p.) : ill.

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Table of contents

LEADER 02783cam a2200409 4500
001 82016
003 CZ ZlUTB
005 20200530182804.0
006 m o d
007 cr |n
008 040512s2002 enka sb 000 u eng
020 |a 9781613447420  |q (ebook) 
035 |a (OCoLC)794360790 
040 |a AU@  |b eng  |c AU@  |d KNOVL  |d OCLCQ  |d KNOVL  |d OCLCF  |d KNOVL 
110 2 |a Steel Construction Institute (Great Britain).  |b Fire and Blast Information Group. 
245 1 0 |a Simplified methods for analysis of response to dynamic loading  |h [elektronický zdroj] /  |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 zdroj (v, 50 p.) :  |b ill. 
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 (p. 50). 
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 Library  |b ACADEMIC - Oil & Gas Engineering 
506 |a Plný text je dostupný pouze z IP adres počítačů Univerzity Tomáše Bati ve Zlíně nebo vzdáleným přístupem pro zaměstnance a studenty univerzity 
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 H. 
700 1 |a Izzuddin, Bassam A. 
710 2 |a Knovel (Firm) 
830 0 |a Technical note (Fire and Blast Information Group) ;  |v 7. 
856 4 0 |u https://proxy.k.utb.cz/login?url=http://app.knovel.com/hotlink/toc/id:kpSMARDLF1/simplified_methods_for_analysis_of_response_to_dynamic_loading_fabig_technical_note_7  |y Plný text 
992 |a BK  |c KNOVEL 
999 |c 82016  |d 82016 

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