Probabilistic assessment of seismic performance and collapse risk for mid-rise buildings

碩士 === 國立成功大學 === 土木工程學系 === 105 === The casualty risk and social impact caused by the collapse of these buildings should not be underestimated. Furthermore, if mid-rise buildings of critical facilities, e.g. hospital, high-tech factory etc., were damaged during earthquakes will also cause great eco...

Full description

Bibliographic Details
Main Authors: Wei-HuanHsieh, 謝瑋桓
Other Authors: Lyan-Ywan Lu
Format: Others
Language:zh-TW
Published: 2017
Online Access:http://ndltd.ncl.edu.tw/handle/84sf48
id ndltd-TW-105NCKU5015091
record_format oai_dc
spelling ndltd-TW-105NCKU50150912019-05-15T23:47:02Z http://ndltd.ncl.edu.tw/handle/84sf48 Probabilistic assessment of seismic performance and collapse risk for mid-rise buildings 中高樓建築機率式耐震與倒塌風險評估之研究 Wei-HuanHsieh 謝瑋桓 碩士 國立成功大學 土木工程學系 105 The casualty risk and social impact caused by the collapse of these buildings should not be underestimated. Furthermore, if mid-rise buildings of critical facilities, e.g. hospital, high-tech factory etc., were damaged during earthquakes will also cause great economic loss. Therefore, developing suitable assessment methods to identify seismic performance levels and collapse risk of these buildings become a critical issue. Even though traditional seismic assessment methods, which usually employ the nonlinear static pushover analysis, have been successfully applied to regular low-rise buildings, these methods are unable to reflect higher-mode effect on the responses of mid-rise buildings. Furthermore, a traditional approach usually leads to a deterministic result that could not account for the uncertainty in seismic motions and structural responses of a mid-rise building, which is usually more complicated and involves more structural uncertainties than a low-rise building. For this reason, this paper presents a procedure to assess the risk of collapse and various seismic performance levels for mid-rise buildings based on the methodology proposed by FEMA P-58 and also acceptance criteria suggested in ASCE 41-13 and FEMA 356. To establish the fragility curves, this approach employs nonlinear time history analysis together with the method of incremental dynamic analysis (IDA) to estimate structural response parameters. For demonstration, the proposed approach is applied to assess the seismic risk of a mid-rise building that collapsed in the Meinong earthquake (2016) for various performance levels. In addition, the collapse risk of the building was assessed by using the proposed method and then compared with the observation in the Meinong earthquake. Lyan-Ywan Lu Li-Ling Hong 盧煉元 洪李陵 2017 學位論文 ; thesis 238 zh-TW
collection NDLTD
language zh-TW
format Others
sources NDLTD
description 碩士 === 國立成功大學 === 土木工程學系 === 105 === The casualty risk and social impact caused by the collapse of these buildings should not be underestimated. Furthermore, if mid-rise buildings of critical facilities, e.g. hospital, high-tech factory etc., were damaged during earthquakes will also cause great economic loss. Therefore, developing suitable assessment methods to identify seismic performance levels and collapse risk of these buildings become a critical issue. Even though traditional seismic assessment methods, which usually employ the nonlinear static pushover analysis, have been successfully applied to regular low-rise buildings, these methods are unable to reflect higher-mode effect on the responses of mid-rise buildings. Furthermore, a traditional approach usually leads to a deterministic result that could not account for the uncertainty in seismic motions and structural responses of a mid-rise building, which is usually more complicated and involves more structural uncertainties than a low-rise building. For this reason, this paper presents a procedure to assess the risk of collapse and various seismic performance levels for mid-rise buildings based on the methodology proposed by FEMA P-58 and also acceptance criteria suggested in ASCE 41-13 and FEMA 356. To establish the fragility curves, this approach employs nonlinear time history analysis together with the method of incremental dynamic analysis (IDA) to estimate structural response parameters. For demonstration, the proposed approach is applied to assess the seismic risk of a mid-rise building that collapsed in the Meinong earthquake (2016) for various performance levels. In addition, the collapse risk of the building was assessed by using the proposed method and then compared with the observation in the Meinong earthquake.
author2 Lyan-Ywan Lu
author_facet Lyan-Ywan Lu
Wei-HuanHsieh
謝瑋桓
author Wei-HuanHsieh
謝瑋桓
spellingShingle Wei-HuanHsieh
謝瑋桓
Probabilistic assessment of seismic performance and collapse risk for mid-rise buildings
author_sort Wei-HuanHsieh
title Probabilistic assessment of seismic performance and collapse risk for mid-rise buildings
title_short Probabilistic assessment of seismic performance and collapse risk for mid-rise buildings
title_full Probabilistic assessment of seismic performance and collapse risk for mid-rise buildings
title_fullStr Probabilistic assessment of seismic performance and collapse risk for mid-rise buildings
title_full_unstemmed Probabilistic assessment of seismic performance and collapse risk for mid-rise buildings
title_sort probabilistic assessment of seismic performance and collapse risk for mid-rise buildings
publishDate 2017
url http://ndltd.ncl.edu.tw/handle/84sf48
work_keys_str_mv AT weihuanhsieh probabilisticassessmentofseismicperformanceandcollapseriskformidrisebuildings
AT xièwěihuán probabilisticassessmentofseismicperformanceandcollapseriskformidrisebuildings
AT weihuanhsieh zhōnggāolóujiànzhújīlǜshìnàizhènyǔdàotāfēngxiǎnpínggūzhīyánjiū
AT xièwěihuán zhōnggāolóujiànzhújīlǜshìnàizhènyǔdàotāfēngxiǎnpínggūzhīyánjiū
_version_ 1719154347903811584