Scaling Ground Motions for Performance Assessment of Tall Building

碩士 === 國立臺灣大學 === 土木工程學研究所 === 100 === Next generation performance-based earthquake engineering involves the use of a probability framework, which incorporates the inherent uncertainty and variability in seismic hazard, structural and non-structural responses, damage states and economic and casualty...

Full description

Bibliographic Details
Main Authors: HA VIET DUNG, 何越勇
Other Authors: Huang, Yin-Nan
Format: Others
Language:en_US
Published: 2012
Online Access:http://ndltd.ncl.edu.tw/handle/42178925892800735713
id ndltd-TW-100NTU05015074
record_format oai_dc
spelling ndltd-TW-100NTU050150742015-10-13T21:50:16Z http://ndltd.ncl.edu.tw/handle/42178925892800735713 Scaling Ground Motions for Performance Assessment of Tall Building 高樓結構耐震性能評估所需地震歷時記錄之縮放方法研究 HA VIET DUNG 何越勇 碩士 國立臺灣大學 土木工程學研究所 100 Next generation performance-based earthquake engineering involves the use of a probability framework, which incorporates the inherent uncertainty and variability in seismic hazard, structural and non-structural responses, damage states and economic and casualty losses. One key issue in seismic performance assessment is the scaling of ground motions for nonlinear response-history analysis. This research is in the second phase of a project, which investigates the impact of ground-motion scaling procedures on the distributions of structural responses for tall buildings. In the previous phase of the project, four ground-motions scaling procedures were studied, namely: 1) geometric-mean scaling of pairs of ground motions, 2) spectrum matching, 3) first-mode-based scaling to a target spectral acceleration, and 4) maximum-minimum orientation scaling. In this thesis, three more scaling procedures are investigated, including: modal-pushover-based scaling, distribution-based scaling and Jayaram and Baker’s scaling methods. Nonlinear response-history analyses are conducted to study the distributions of peak floor acceleration, peak story drift and floor spectral acceleration responses of a sample 34-story high-rise building subjected to ground motions scaled using the three methods. The advantages and disadvantages of each method and the impact of scaling on the seismic performance of tall buildings are discussed. Huang, Yin-Nan 黃尹男 2012 學位論文 ; thesis 82 en_US
collection NDLTD
language en_US
format Others
sources NDLTD
description 碩士 === 國立臺灣大學 === 土木工程學研究所 === 100 === Next generation performance-based earthquake engineering involves the use of a probability framework, which incorporates the inherent uncertainty and variability in seismic hazard, structural and non-structural responses, damage states and economic and casualty losses. One key issue in seismic performance assessment is the scaling of ground motions for nonlinear response-history analysis. This research is in the second phase of a project, which investigates the impact of ground-motion scaling procedures on the distributions of structural responses for tall buildings. In the previous phase of the project, four ground-motions scaling procedures were studied, namely: 1) geometric-mean scaling of pairs of ground motions, 2) spectrum matching, 3) first-mode-based scaling to a target spectral acceleration, and 4) maximum-minimum orientation scaling. In this thesis, three more scaling procedures are investigated, including: modal-pushover-based scaling, distribution-based scaling and Jayaram and Baker’s scaling methods. Nonlinear response-history analyses are conducted to study the distributions of peak floor acceleration, peak story drift and floor spectral acceleration responses of a sample 34-story high-rise building subjected to ground motions scaled using the three methods. The advantages and disadvantages of each method and the impact of scaling on the seismic performance of tall buildings are discussed.
author2 Huang, Yin-Nan
author_facet Huang, Yin-Nan
HA VIET DUNG
何越勇
author HA VIET DUNG
何越勇
spellingShingle HA VIET DUNG
何越勇
Scaling Ground Motions for Performance Assessment of Tall Building
author_sort HA VIET DUNG
title Scaling Ground Motions for Performance Assessment of Tall Building
title_short Scaling Ground Motions for Performance Assessment of Tall Building
title_full Scaling Ground Motions for Performance Assessment of Tall Building
title_fullStr Scaling Ground Motions for Performance Assessment of Tall Building
title_full_unstemmed Scaling Ground Motions for Performance Assessment of Tall Building
title_sort scaling ground motions for performance assessment of tall building
publishDate 2012
url http://ndltd.ncl.edu.tw/handle/42178925892800735713
work_keys_str_mv AT havietdung scalinggroundmotionsforperformanceassessmentoftallbuilding
AT héyuèyǒng scalinggroundmotionsforperformanceassessmentoftallbuilding
AT havietdung gāolóujiégòunàizhènxìngnéngpínggūsuǒxūdezhènlìshíjìlùzhīsuōfàngfāngfǎyánjiū
AT héyuèyǒng gāolóujiégòunàizhènxìngnéngpínggūsuǒxūdezhènlìshíjìlùzhīsuōfàngfāngfǎyánjiū
_version_ 1718067948664389632