受震自復位結構之研究-子計畫:具自復位梁柱接合機制之隅撐鋼結構耐震行為研究(I);Seismic Performance of Steel Knee-Braced Frames with Self-Centering Beam to Column Connections

NCUIR > Engineering College > Department of Civil Engineering > Research Project > Item 987654321/62192

Please use this identifier to cite or link to this item: http://ir.lib.ncu.edu.tw/handle/987654321/62192

Title:	受震自復位結構之研究-子計畫:具自復位梁柱接合機制之隅撐鋼結構耐震行為研究(I);Seismic Performance of Steel Knee-Braced Frames with Self-Centering Beam to Column Connections
Authors:	許協隆
Contributors:	國立中央大學土木工程學系
Keywords:	土木水利工程
Date:	2012-12-01
Issue Date:	2014-03-17 11:19:11 (UTC+8)
Publisher:	行政院國家科學委員會
Abstract:	研究期間：10108~10207;Steel structures possess high strength and significant ductility, thus are effective structural forms for earthquake-resistant designs. Structural designs using special moment resisting frames (SMRF) are usually considered when high ductility is required. However, applications of such designs are sometimes limited when story drift is a concern. In order to improve the seismic performance of the structures, a modified structure adopting knee braces, namely knee-braced moment resisting frame (KBRF), is proposed. The effectiveness of the KBRF is governed by the dimensions and the geometric placements of the knee braces. In order to adequately evaluate the performance of the KBRF, the relationships between the system and the knee braces must be defined. This study is focused on the performance evaluation of KBRF structures with self-centering beam-to-column connections. A series of cyclic loading tests will be conducted on the SMRF and self-centering KBRF structures with difference arrangement of self-centering connections to investigate their seismic behavior. Test results will be used to evaluate the seismic performance and to establish the design guides of the proposed KBRF structures.
Relation:	財團法人國家實驗研究院科技政策研究與資訊中心
Appears in Collections:	[Department of Civil Engineering] Research Project

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