Seismic Retrofit of Existing RC Bridge Columns─Sheer Strength and Lap-Splice Retrofit

Seismic Retrofit of Existing RC Bridge Columns─Sheer Strength and Lap-Splice Retrofit

碩士 === 國立臺灣科技大學 === 營建工程系 === 88 === The seismic resistantance of the existing bridge columns may be questionable due to the un-desired design details. Among others,the weakness of the column details of particular interest in this study includes short column problems and the lap-splices of main rein...

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Bibliographic Details
Main Authors: Kuo Miao-I, 郭苗宜
Other Authors: Hwang Jenn-Shin
Format: Others
Language:zh-TW
Published: 2000
Online Access:http://ndltd.ncl.edu.tw/handle/94991414115500851153
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spelling ndltd-TW-088NTUST5120252016-01-29T04:18:55Z http://ndltd.ncl.edu.tw/handle/94991414115500851153 Seismic Retrofit of Existing RC Bridge Columns─Sheer Strength and Lap-Splice Retrofit RC橋柱之剪力與主筋搭接耐震補強 Kuo Miao-I 郭苗宜 碩士 國立臺灣科技大學 營建工程系 88 The seismic resistantance of the existing bridge columns may be questionable due to the un-desired design details. Among others,the weakness of the column details of particular interest in this study includes short column problems and the lap-splices of main reinforcements at the plastic hinge zone.This experimental study has focused on the performance evaluation of a few scaled-down models of bridge columns with the aforementioned weakness. Retrofitting strategies including the steel jacketing and FRP jacketing are applied to enhance the seismic performance of the column models. Hwang Jenn-Shin 黃震興 2000 學位論文 ; thesis 177 zh-TW
collection NDLTD
language zh-TW
format Others
sources NDLTD
description 碩士 === 國立臺灣科技大學 === 營建工程系 === 88 === The seismic resistantance of the existing bridge columns may be questionable due to the un-desired design details. Among others,the weakness of the column details of particular interest in this study includes short column problems and the lap-splices of main reinforcements at the plastic hinge zone.This experimental study has focused on the performance evaluation of a few scaled-down models of bridge columns with the aforementioned weakness. Retrofitting strategies including the steel jacketing and FRP jacketing are applied to enhance the seismic performance of the column models.
author2 Hwang Jenn-Shin
author_facet Hwang Jenn-Shin
Kuo Miao-I
郭苗宜
author Kuo Miao-I
郭苗宜
spellingShingle Kuo Miao-I
郭苗宜
Seismic Retrofit of Existing RC Bridge Columns─Sheer Strength and Lap-Splice Retrofit
author_sort Kuo Miao-I
title Seismic Retrofit of Existing RC Bridge Columns─Sheer Strength and Lap-Splice Retrofit
title_short Seismic Retrofit of Existing RC Bridge Columns─Sheer Strength and Lap-Splice Retrofit
title_full Seismic Retrofit of Existing RC Bridge Columns─Sheer Strength and Lap-Splice Retrofit
title_fullStr Seismic Retrofit of Existing RC Bridge Columns─Sheer Strength and Lap-Splice Retrofit
title_full_unstemmed Seismic Retrofit of Existing RC Bridge Columns─Sheer Strength and Lap-Splice Retrofit
title_sort seismic retrofit of existing rc bridge columns─sheer strength and lap-splice retrofit
publishDate 2000
url http://ndltd.ncl.edu.tw/handle/94991414115500851153
work_keys_str_mv AT kuomiaoi seismicretrofitofexistingrcbridgecolumnssheerstrengthandlapspliceretrofit
AT guōmiáoyí seismicretrofitofexistingrcbridgecolumnssheerstrengthandlapspliceretrofit
AT kuomiaoi rcqiáozhùzhījiǎnlìyǔzhǔjīndājiēnàizhènbǔqiáng
AT guōmiáoyí rcqiáozhùzhījiǎnlìyǔzhǔjīndājiēnàizhènbǔqiáng
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