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Explosion resistant design of offshore structures /

"Where gas explosions represent a credible risk, platform topsides have to be designed to withstand explosion loading. There are two aspects to consider: firstly loading on the structure and secondly loading and effect on equipment. This Technical Note deals principally with the first aspect bu...

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Detalles Bibliográficos
Clasificación:Libro Electrónico
Autor Corporativo: Steel Construction Institute (Great Britain). Fire and Blast Information Group
Otros Autores: Brewerton, R.
Formato: Electrónico eBook
Idioma:Inglés
Publicado: Ascot : Steel Construction Institute, 1996.
Colección:Technical note (Fire and Blast Information Group) ; 4.
Temas:
Acceso en línea:Texto completo

MARC

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050 4 |a TA654.7 
082 0 4 |a 624.176  |2 23 
049 |a UAMI 
110 2 |a Steel Construction Institute (Great Britain).  |b Fire and Blast Information Group. 
245 1 0 |a Explosion resistant design of offshore structures /  |c Fire and Blast Information Group. 
246 3 0 |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 1996. 
300 |a 1 online resource (38 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 4 
500 |a " ... based on work carried out by Mr R Brewerton." 
520 |a "Where gas explosions represent a credible risk, platform topsides have to be designed to withstand explosion loading. There are two aspects to consider: firstly loading on the structure and secondly loading and effect on equipment. This Technical Note deals principally with the first aspect but is also relevant to the second because the performance of the structure, e.g. deflection and acceleration, affects the equipment mounted on it. It is also relevant to the evaluation of the strength and deformation capacity of the equipment items themselves, e.g. pipes and vessels. This Technical Note covers both design of new platforms and reassessment of existing structures."--Knovel. 
504 |a Includes bibliographical references. 
590 |a Knovel  |b ACADEMIC - Civil Engineering & Construction Materials 
590 |a Knovel  |b ACADEMIC - Fire Protection Engineering & Emergency 
590 |a Knovel  |b ACADEMIC - Oil & Gas Engineering 
650 0 |a Blast effect. 
650 0 |a Drilling platforms  |x Design and construction. 
650 0 |a Explosive hardening. 
650 0 |a Offshore structures  |x Design and construction. 
650 0 |a Offshore structures  |x Materials. 
650 6 |a Effet de souffle. 
650 6 |a Durcissement par explosion. 
650 7 |a Blast effect  |2 fast 
650 7 |a Drilling platforms  |x Design and construction  |2 fast 
650 7 |a Explosive hardening  |2 fast 
650 7 |a Offshore structures  |x Design and construction  |2 fast 
650 7 |a Offshore structures  |x Materials  |2 fast 
700 1 |a Brewerton, R. 
830 0 |a Technical note (Fire and Blast Information Group) ;  |v 4. 
856 4 0 |u https://appknovel.uam.elogim.com/kn/resources/kpERDOSFA8/toc  |z Texto completo 
994 |a 92  |b IZTAP