A Study of Seismic behavior of Eccentric Bracing applied on RC Frames

A Study of Seismic behavior of Eccentric Bracing applied on RC Frames

碩士 === 國立高雄應用科技大學 === 土木工程與防災科技研究所 === 96 === This research aimed at testing Hybrid RC Frame-EBF (Eccentrically Bracing Frame System) under earthquake-type loading in Laboratory. It was found that the proposed systems are feasible. The seismic performance (including ductility and dissipated energy)...

Full description

Bibliographic Details
Main Authors: Ke,Ku-Lin, 柯谷霖
Other Authors: Peng, Sheng-Fu
Format: Others
Language:zh-TW
Published: 2008
Online Access:http://ndltd.ncl.edu.tw/handle/44478363275542934294
id ndltd-TW-095KUAS0653032
record_format oai_dc
spelling ndltd-TW-095KUAS06530322016-05-16T04:09:41Z http://ndltd.ncl.edu.tw/handle/44478363275542934294 A Study of Seismic behavior of Eccentric Bracing applied on RC Frames 偏心斜撐應用於鋼筋混凝土構架行為之研究 Ke,Ku-Lin 柯谷霖 碩士 國立高雄應用科技大學 土木工程與防災科技研究所 96 This research aimed at testing Hybrid RC Frame-EBF (Eccentrically Bracing Frame System) under earthquake-type loading in Laboratory. It was found that the proposed systems are feasible. The seismic performance (including ductility and dissipated energy) of RC frames was much improved when RC frames were retrofitted by EBF (Eccentrically Bracing Frame System). It was also found that the ductility of the proposed system could be further improved if the arrangement of steel bracing was adequate in relative to the surrounding reinforced concrete frame. Peng, Sheng-Fu Wang, Her-yung 彭生富 王和源 2008 學位論文 ; thesis 89 zh-TW
collection NDLTD
language zh-TW
format Others
sources NDLTD
description 碩士 === 國立高雄應用科技大學 === 土木工程與防災科技研究所 === 96 === This research aimed at testing Hybrid RC Frame-EBF (Eccentrically Bracing Frame System) under earthquake-type loading in Laboratory. It was found that the proposed systems are feasible. The seismic performance (including ductility and dissipated energy) of RC frames was much improved when RC frames were retrofitted by EBF (Eccentrically Bracing Frame System). It was also found that the ductility of the proposed system could be further improved if the arrangement of steel bracing was adequate in relative to the surrounding reinforced concrete frame.
author2 Peng, Sheng-Fu
author_facet Peng, Sheng-Fu
Ke,Ku-Lin
柯谷霖
author Ke,Ku-Lin
柯谷霖
spellingShingle Ke,Ku-Lin
柯谷霖
A Study of Seismic behavior of Eccentric Bracing applied on RC Frames
author_sort Ke,Ku-Lin
title A Study of Seismic behavior of Eccentric Bracing applied on RC Frames
title_short A Study of Seismic behavior of Eccentric Bracing applied on RC Frames
title_full A Study of Seismic behavior of Eccentric Bracing applied on RC Frames
title_fullStr A Study of Seismic behavior of Eccentric Bracing applied on RC Frames
title_full_unstemmed A Study of Seismic behavior of Eccentric Bracing applied on RC Frames
title_sort study of seismic behavior of eccentric bracing applied on rc frames
publishDate 2008
url http://ndltd.ncl.edu.tw/handle/44478363275542934294
work_keys_str_mv AT kekulin astudyofseismicbehaviorofeccentricbracingappliedonrcframes
AT kēgǔlín astudyofseismicbehaviorofeccentricbracingappliedonrcframes
AT kekulin piānxīnxiéchēngyīngyòngyúgāngjīnhùnníngtǔgòujiàxíngwèizhīyánjiū
AT kēgǔlín piānxīnxiéchēngyīngyòngyúgāngjīnhùnníngtǔgòujiàxíngwèizhīyánjiū
AT kekulin studyofseismicbehaviorofeccentricbracingappliedonrcframes
AT kēgǔlín studyofseismicbehaviorofeccentricbracingappliedonrcframes
_version_ 1718267986588991488

Similar Items