Tsunami design procedures for engineered buildings: a critical review

Author:

Macabuag Joshua12,Raby Alison3,Pomonis Antonios4,Nistor Ioan5,Wilkinson Sean6,Rossetto Tiziana2

Affiliation:

1. R&D, SCOR, London, UK

2. EPICentre, University College London, London, UK

3. School of Engineering, University of Plymouth, Plymouth, UK

4. Cambridge Architectural Research Limited, Cambridge, UK

5. Department of Civil Engineering, University of Ottawa, Ottawa, Canada

6. School of Civil Engineering and Geosciences, Newcastle University, Newcastle, UK

Abstract

Tsunamis have the potential to cause enormous loss of life and socio-economic impacts on coastal communities. Central to tsunami risk mitigation is the protection of critical infrastructure and evacuation-designated buildings, which are often necessarily located within tsunami inundation zones. As such, these must be designed to withstand and remain fully or partially operational after a tsunami. Guidance documents for tsunami design of buildings exist in the USA and Japan, including the recent release of the US ASCE 7 chapter 6 on tsunami loads and effects. This paper outlines the key engineering principles of tsunami design of buildings, summarises and compares how these principles are addressed by US and Japanese standards, and outlines considerations not yet covered.

Publisher

Thomas Telford Ltd.

Subject

Civil and Structural Engineering

Reference45 articles.

1. ASCE (American Society of Civil Engineers) 2016 ASCE 7-16: Minimum design loads and associated criteria for buildings and other structures ASCE Reston, VA, USA

2. The ASCE 7 Tsunami Loads and Effects Design Standard for the United States

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