Assessment of Seismic Damage to School Buildings in Yilan County

碩士 === 國立宜蘭大學 === 建築與永續規劃研究所碩士班 === 95 === In this study, we evaluate seismic damage to all school buildings in Yilan County and compile a list of seismic deficient buildings for seismic retrofit decision-making by authority. We establish a GIS database for 96 schools and 476 schools buildings in th...

Full description

Bibliographic Details
Main Authors: Chih Hao Hsu, 許智豪
Other Authors: Howard Hwang
Format: Others
Language:zh-TW
Published: 2007
Online Access:http://ndltd.ncl.edu.tw/handle/09407011905357840693
id ndltd-TW-095NIU07796004
record_format oai_dc
spelling ndltd-TW-095NIU077960042016-05-25T04:14:20Z http://ndltd.ncl.edu.tw/handle/09407011905357840693 Assessment of Seismic Damage to School Buildings in Yilan County 宜蘭縣中小學校舍地震損害評估 Chih Hao Hsu 許智豪 碩士 國立宜蘭大學 建築與永續規劃研究所碩士班 95 In this study, we evaluate seismic damage to all school buildings in Yilan County and compile a list of seismic deficient buildings for seismic retrofit decision-making by authority. We establish a GIS database for 96 schools and 476 schools buildings in the county. We investigate seismic sources around the Yilan area and identify five seismic zones. Furthermore, we consider two of them, that is, the Okinawa trough seismic zone A and Suao-Hualien offshore seismic zone as the source of scenario earthquakes. We also compile boring logs of school sites and establish a geotechnical GIS database for these school sites. For each school site, a site class is determined in accordance with the “Earthquake Resistant Design Codes for New Buildings in Taiwan.” Given the occurrence of a scenario earthquake, the peak ground acceleration (PGA) at each school site is estimated using an attenuation relation and a site modification factor. In this study we determine seismic capacity of each school building in various damage states by fragility curves and a building capacity modification factor, which is determined by six building features. On the basis of PGA value caused by ground shaking, we determine the damage state of each school building. For the same scenario earthquake, we also calculate the liquefaction potential index at the school site and determine the damage state of each school building induced by liquefaction. We then identify a list of seismic deficient buildings. This study presents a clear overall picture of damage to all school buildings in Yilan County in a seismic event. For a finite resource in each fiscal year, the results of this study will assistant the authority to make an intelligent decision for seismic retrofit of deficient buildings. Howard Hwang 黃宏謀 2007 學位論文 ; thesis 149 zh-TW
collection NDLTD
language zh-TW
format Others
sources NDLTD
description 碩士 === 國立宜蘭大學 === 建築與永續規劃研究所碩士班 === 95 === In this study, we evaluate seismic damage to all school buildings in Yilan County and compile a list of seismic deficient buildings for seismic retrofit decision-making by authority. We establish a GIS database for 96 schools and 476 schools buildings in the county. We investigate seismic sources around the Yilan area and identify five seismic zones. Furthermore, we consider two of them, that is, the Okinawa trough seismic zone A and Suao-Hualien offshore seismic zone as the source of scenario earthquakes. We also compile boring logs of school sites and establish a geotechnical GIS database for these school sites. For each school site, a site class is determined in accordance with the “Earthquake Resistant Design Codes for New Buildings in Taiwan.” Given the occurrence of a scenario earthquake, the peak ground acceleration (PGA) at each school site is estimated using an attenuation relation and a site modification factor. In this study we determine seismic capacity of each school building in various damage states by fragility curves and a building capacity modification factor, which is determined by six building features. On the basis of PGA value caused by ground shaking, we determine the damage state of each school building. For the same scenario earthquake, we also calculate the liquefaction potential index at the school site and determine the damage state of each school building induced by liquefaction. We then identify a list of seismic deficient buildings. This study presents a clear overall picture of damage to all school buildings in Yilan County in a seismic event. For a finite resource in each fiscal year, the results of this study will assistant the authority to make an intelligent decision for seismic retrofit of deficient buildings.
author2 Howard Hwang
author_facet Howard Hwang
Chih Hao Hsu
許智豪
author Chih Hao Hsu
許智豪
spellingShingle Chih Hao Hsu
許智豪
Assessment of Seismic Damage to School Buildings in Yilan County
author_sort Chih Hao Hsu
title Assessment of Seismic Damage to School Buildings in Yilan County
title_short Assessment of Seismic Damage to School Buildings in Yilan County
title_full Assessment of Seismic Damage to School Buildings in Yilan County
title_fullStr Assessment of Seismic Damage to School Buildings in Yilan County
title_full_unstemmed Assessment of Seismic Damage to School Buildings in Yilan County
title_sort assessment of seismic damage to school buildings in yilan county
publishDate 2007
url http://ndltd.ncl.edu.tw/handle/09407011905357840693
work_keys_str_mv AT chihhaohsu assessmentofseismicdamagetoschoolbuildingsinyilancounty
AT xǔzhìháo assessmentofseismicdamagetoschoolbuildingsinyilancounty
AT chihhaohsu yílánxiànzhōngxiǎoxuéxiàoshědezhènsǔnhàipínggū
AT xǔzhìháo yílánxiànzhōngxiǎoxuéxiàoshědezhènsǔnhàipínggū
_version_ 1718280774232309760