Expected earthquake loss of RC structures -- Illustrated by medium-rise commercial buildings
碩士 === 國立成功大學 === 建築(工程)學系 === 86 === Earthquake insurance plays an important role for risk relief and financial support of the recovery after disaster. However, many insurers in U.S.A. paid unexpectedly compensation in several earthquakes lately....
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ndltd-TW-086NCKU12220372015-10-13T11:06:13Z http://ndltd.ncl.edu.tw/handle/41527122984189869920 Expected earthquake loss of RC structures -- Illustrated by medium-rise commercial buildings 鋼筋混凝土建築結構物之地震預期損失--以中層商業大樓為例 Tu, Yi-Hsuan 杜怡萱 碩士 國立成功大學 建築(工程)學系 86 Earthquake insurance plays an important role for risk relief and financial support of the recovery after disaster. However, many insurers in U.S.A. paid unexpectedly compensation in several earthquakes lately. Therefore, how to evaluate earthquake losses accurately and how to set up proper insurance rates for building structures are worthy to investigate. A method which combines seismic damage assessment and repair cost is developed in this paper. Repair cost is taken as a reasonable quantitative index of seismic damage. Earthquake risk assessment of RC structures is proposed as reference for earthquake insurance rate of similar structures. Theoretical simulation and statistics are mostly used methods in evaluation of expected earthquake loss. Due to the lack of field records of earthquake loss in Taiwan, deterministic analysis is adopted by this paper. Nonlinear incremental spectrum analysis is used as seismic damage assessment. Repair costs are calculated during the analysis. The annual expected loss is estimated as overall loss for all possible earthquakes in an year. The conclusions of this thesis are as follows: 1. Repair cost of RC elements: Before ultimate state, repair costs are calculated according to the crack length. Flexural and shear cracks are calculated respectively from semi-empirical formula. After ultimate state, repair costs are determined based on damage modes. 2. Seismic damage assessment: Examples are medium-rise commercial buildings designed with actual procedure. The calculated repair cost is almost proportional to PGA and nearly 70% of repair cost is due to flexural cracks. Weaker structures results in nearly 30% increase of repair cost. 3. Expected earthquake loss and insurance rate: Earthquake loss is defined as the ratio of the repair cost to the replacement cost. Annual expected loss(AEL) is calculated as the integration over annual exceedance probabilities and relative earthquake loss. Most of AEL is accumulated from small and medium earthquakes. However, the integrating range and insurance rates can be adjusted by changing the down pay coverage. The calculated insurance rates are higher in high-risk regions due to earthquake frequency. Sheu Maw-Shyong 許茂雄 1998 學位論文 ; thesis 104 zh-TW |
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碩士 === 國立成功大學 === 建築(工程)學系 === 86 === Earthquake insurance plays an important role for risk
relief and financial support of the recovery after
disaster. However, many insurers in U.S.A. paid
unexpectedly compensation in several earthquakes lately.
Therefore, how to evaluate earthquake losses
accurately and how to set up proper insurance rates for
building structures are worthy to investigate. A method which
combines seismic damage assessment and repair cost is
developed in this paper. Repair cost is taken as a
reasonable quantitative index of seismic damage. Earthquake risk
assessment of RC structures is proposed as reference for
earthquake insurance rate of similar structures.
Theoretical simulation and statistics are mostly used methods in
evaluation of expected earthquake loss. Due to the lack of
field records of earthquake loss in Taiwan, deterministic
analysis is adopted by this paper. Nonlinear incremental
spectrum analysis is used as seismic damage assessment. Repair
costs are calculated during the analysis. The
annual expected loss is estimated as overall loss for all
possible earthquakes in an year.
The conclusions of this thesis are as follows:
1. Repair cost of RC elements: Before ultimate state, repair
costs are calculated according to the crack
length. Flexural and shear cracks are calculated
respectively from semi-empirical formula. After ultimate state,
repair costs are determined based on damage modes.
2. Seismic damage assessment: Examples are medium-rise
commercial buildings designed with actual
procedure. The calculated repair cost is almost
proportional to PGA and nearly 70% of repair cost is due to
flexural cracks. Weaker structures results in nearly
30% increase of repair cost. 3. Expected earthquake
loss and insurance rate: Earthquake loss is defined as
the ratio of the repair cost to the replacement cost. Annual
expected loss(AEL) is calculated as the
integration over annual exceedance
probabilities and relative earthquake loss. Most of AEL is
accumulated from small and medium earthquakes.
However, the integrating range and
insurance rates can be adjusted by changing the down pay
coverage. The calculated insurance rates are
higher in high-risk regions due to earthquake
frequency.
|
author2 |
Sheu Maw-Shyong |
author_facet |
Sheu Maw-Shyong Tu, Yi-Hsuan 杜怡萱 |
author |
Tu, Yi-Hsuan 杜怡萱 |
spellingShingle |
Tu, Yi-Hsuan 杜怡萱 Expected earthquake loss of RC structures -- Illustrated by medium-rise commercial buildings |
author_sort |
Tu, Yi-Hsuan |
title |
Expected earthquake loss of RC structures -- Illustrated by medium-rise commercial buildings |
title_short |
Expected earthquake loss of RC structures -- Illustrated by medium-rise commercial buildings |
title_full |
Expected earthquake loss of RC structures -- Illustrated by medium-rise commercial buildings |
title_fullStr |
Expected earthquake loss of RC structures -- Illustrated by medium-rise commercial buildings |
title_full_unstemmed |
Expected earthquake loss of RC structures -- Illustrated by medium-rise commercial buildings |
title_sort |
expected earthquake loss of rc structures -- illustrated by medium-rise commercial buildings |
publishDate |
1998 |
url |
http://ndltd.ncl.edu.tw/handle/41527122984189869920 |
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