Understanding the response of coastal infrastructure to tsunami impacts

The study of tsunami damage has gained momentum since the 2004 Indian Ocean tsunami. However, as most studies are focused on building damage, our understanding of the impacts of tsunami on coastal infrastructure such as ports and other critical facilities is still limited. Structural fragility is co...

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Main Author: Chua, Constance Ting
Other Authors: Adam D. Switzer
Format: Thesis-Doctor of Philosophy
Language:English
Published: Nanyang Technological University 2021
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Online Access:https://hdl.handle.net/10356/151779
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Institution: Nanyang Technological University
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spelling sg-ntu-dr.10356-1517792023-02-28T16:53:05Z Understanding the response of coastal infrastructure to tsunami impacts Chua, Constance Ting Adam D. Switzer Asian School of the Environment Earth Observatory of Singapore aswitzer@ntu.edu.sg Science::Geology Engineering::Civil engineering The study of tsunami damage has gained momentum since the 2004 Indian Ocean tsunami. However, as most studies are focused on building damage, our understanding of the impacts of tsunami on coastal infrastructure such as ports and other critical facilities is still limited. Structural fragility is commonly quantified by fragility functions. Tsunami fragility functions describe the relationship between the probability of exceeding a predefined threshold of structural damage and tsunami flow characteristics. In this present study, I develop damage fragility functions for eight common port industries based on observations from the 2011 Tohoku tsunami to characterise the structural fragility of port structures. A systematic methodology is used to assess damage and a damage database consisting of damage information to more than 5000 port structures is established. In fragility modelling, tsunami flow characteristics are represented by tsunami intensity measures (TIM). Typically, observed flow depth is used as a TIM because it is directly measurable from the field. Increasingly, studies have included other TIM such as velocity and hydrodynamic force. Several studies have debated the choice of TIM used in fragility models. However, a TIM is a simplified representation of the tsunami hazard and I postulate that different tsunami flow characteristics, and essentially TIM, contribute to damage differently. In this study, I evaluate the relative influence of TIM on the damage observed to port structures in the 2011 Tohoku tsunami. Inundation depth was found consistently be the most influential parameter and fragility models using inundation depths as the sole TIM provided the most accurate damage estimates. Doctor of Philosophy 2021-07-02T02:01:48Z 2021-07-02T02:01:48Z 2021 Thesis-Doctor of Philosophy Chua, C. T. (2021). Understanding the response of coastal infrastructure to tsunami impacts. Doctoral thesis, Nanyang Technological University, Singapore. https://hdl.handle.net/10356/151779 https://hdl.handle.net/10356/151779 10.32657/10356/151779 en 10.21979/N9/OTZMT1 10.21979/N9/UUHIBY This work is licensed under a Creative Commons Attribution-NonCommercial 4.0 International License (CC BY-NC 4.0). application/pdf Nanyang Technological University
institution Nanyang Technological University
building NTU Library
continent Asia
country Singapore
Singapore
content_provider NTU Library
collection DR-NTU
language English
topic Science::Geology
Engineering::Civil engineering
spellingShingle Science::Geology
Engineering::Civil engineering
Chua, Constance Ting
Understanding the response of coastal infrastructure to tsunami impacts
description The study of tsunami damage has gained momentum since the 2004 Indian Ocean tsunami. However, as most studies are focused on building damage, our understanding of the impacts of tsunami on coastal infrastructure such as ports and other critical facilities is still limited. Structural fragility is commonly quantified by fragility functions. Tsunami fragility functions describe the relationship between the probability of exceeding a predefined threshold of structural damage and tsunami flow characteristics. In this present study, I develop damage fragility functions for eight common port industries based on observations from the 2011 Tohoku tsunami to characterise the structural fragility of port structures. A systematic methodology is used to assess damage and a damage database consisting of damage information to more than 5000 port structures is established. In fragility modelling, tsunami flow characteristics are represented by tsunami intensity measures (TIM). Typically, observed flow depth is used as a TIM because it is directly measurable from the field. Increasingly, studies have included other TIM such as velocity and hydrodynamic force. Several studies have debated the choice of TIM used in fragility models. However, a TIM is a simplified representation of the tsunami hazard and I postulate that different tsunami flow characteristics, and essentially TIM, contribute to damage differently. In this study, I evaluate the relative influence of TIM on the damage observed to port structures in the 2011 Tohoku tsunami. Inundation depth was found consistently be the most influential parameter and fragility models using inundation depths as the sole TIM provided the most accurate damage estimates.
author2 Adam D. Switzer
author_facet Adam D. Switzer
Chua, Constance Ting
format Thesis-Doctor of Philosophy
author Chua, Constance Ting
author_sort Chua, Constance Ting
title Understanding the response of coastal infrastructure to tsunami impacts
title_short Understanding the response of coastal infrastructure to tsunami impacts
title_full Understanding the response of coastal infrastructure to tsunami impacts
title_fullStr Understanding the response of coastal infrastructure to tsunami impacts
title_full_unstemmed Understanding the response of coastal infrastructure to tsunami impacts
title_sort understanding the response of coastal infrastructure to tsunami impacts
publisher Nanyang Technological University
publishDate 2021
url https://hdl.handle.net/10356/151779
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