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Development of Performance Based Tsunami Engineering, PBTE

 Development of Performance Based Tsunami Engineering, PBTE
Autor(en): ,
Beitrag für IABSE Symposium: Sustainable Infrastructure - Environment Friendly, Safe and Resource Efficient, Bangkok, Thailand, 9-11 September 2009, veröffentlicht in , S. 16-23
DOI: 10.2749/222137809796068091
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In 2005, the US National Science Foundation funded a project through the Network for Earthquake Engineering Simulation to develop Performance Based Tsunami Engineering, PBTE. The primary objective ...
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Bibliografische Angaben

Autor(en):

Medium: Tagungsbeitrag
Sprache(n): Englisch
Tagung: IABSE Symposium: Sustainable Infrastructure - Environment Friendly, Safe and Resource Efficient, Bangkok, Thailand, 9-11 September 2009
Veröffentlicht in:
Seite(n): 16-23 Anzahl der Seiten (im PDF): 8
Seite(n): 16-23
Anzahl der Seiten (im PDF): 8
Jahr: 2009
DOI: 10.2749/222137809796068091
Abstrakt:

In 2005, the US National Science Foundation funded a project through the Network for Earthquake Engineering Simulation to develop Performance Based Tsunami Engineering, PBTE. The primary objective of this study is the development of design guidelines and computational tools that can be used by engineers to design coastal structures to resist tsunami loads. This involves improved inundation and scour modelling, as well as determination of structural loading time histories and loading expressions for use in structural design. This paper presents preliminary results for some of the laboratory experiments performed to determine tsunami bore loading on structural components. In particular, results are presented for the effects of multiple column arrangements that are typical for the ground floor layout of a multi-storey coastal building.