Cargando…
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...
| Clasificación: | Libro Electrónico |
|---|---|
| Autor Corporativo: | |
| Otros Autores: | , |
| Formato: | Electrónico eBook |
| Idioma: | Inglés |
| Publicado: |
Ascot :
Steel Construction Institute,
2002.
|
| Colección: | Technical note (Fire and Blast Information Group) ;
7. |
| Temas: | |
| Acceso en línea: | Texto completo |
MARC
| LEADER | 00000cam a2200000Mi 4500 | ||
|---|---|---|---|
| 001 | KNOVEL_ocn794360790 | ||
| 003 | OCoLC | ||
| 005 | 20231027140348.0 | ||
| 006 | m o d | ||
| 007 | cr cnu|||||||| | ||
| 008 | 040512s2002 enka ob 000 u eng | ||
| 040 | |a AU@ |b eng |e pn |c AU@ |d KNOVL |d OCLCQ |d KNOVL |d OCLCF |d KNOVL |d OCLCQ |d DXU |d OCLCQ |d UAB |d BUF |d OCLCQ |d CEF |d RRP |d UMR |d MERER |d OCLCQ |d OCLCO |d OCLCQ |d OCLCO | ||
| 019 | |a 896285731 |a 1086954540 |a 1124356124 | ||
| 020 | |a 9781613447420 |q (electronic bk.) | ||
| 020 | |a 1613447426 |q (electronic bk.) | ||
| 029 | 0 | |a AU@ |b 000049162466 | |
| 029 | 1 | |a DEBSZ |b 371513685 | |
| 029 | 1 | |a GBVCP |b 726621943 | |
| 029 | 1 | |a NZ1 |b 14691160 | |
| 029 | 1 | |a NZ1 |b 15753709 | |
| 029 | 1 | |a NZ1 |b 15910469 | |
| 035 | |a (OCoLC)794360790 |z (OCoLC)896285731 |z (OCoLC)1086954540 |z (OCoLC)1124356124 | ||
| 050 | 4 | |a TA654.7 | |
| 082 | 0 | 4 | |a 624.176 |2 23 |
| 049 | |a UAMI | ||
| 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). | ||
| 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 ACADEMIC - Oil & Gas Engineering | ||
| 590 | |a Knovel |b ACADEMIC - Fire Protection Engineering & Emergency | ||
| 650 | 0 | |a Blast effect. | |
| 650 | 0 | |a Buildings |x Blast effects. | |
| 650 | 0 | |a Materials |x Dynamic testing. | |
| 650 | 6 | |a Effet de souffle. | |
| 650 | 6 | |a Constructions |x Effet de souffle. | |
| 650 | 6 | |a Matériaux |x Essais dynamiques. | |
| 650 | 7 | |a Blast effect |2 fast | |
| 650 | 7 | |a Buildings |x Blast effects |2 fast | |
| 650 | 7 | |a Materials |x Dynamic testing |2 fast | |
| 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://appknovel.uam.elogim.com/kn/resources/kpSMARDLF1/toc |z Texto completo |
| 994 | |a 92 |b IZTAP | ||