[1]梁书亭,丁大钧.框架柱铰的动力反应及耗能分析[J].东南大学学报(自然科学版),1994,24(3):75-82.[doi:10.3969/j.issn.1001-0505.1994.03.013]
 Liang Shuting,Ding,Dajun.Analysis of Dynamic Response and Energy Disspation for Column Hinge of Frame[J].Journal of Southeast University (Natural Science Edition),1994,24(3):75-82.[doi:10.3969/j.issn.1001-0505.1994.03.013]
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框架柱铰的动力反应及耗能分析()
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《东南大学学报(自然科学版)》[ISSN:1001-0505/CN:32-1178/N]

卷:
24
期数:
1994年第3期
页码:
75-82
栏目:
土木工程
出版日期:
1994-05-20

文章信息/Info

Title:
Analysis of Dynamic Response and Energy Disspation for Column Hinge of Frame
作者:
梁书亭丁大钧
东南大学土木工程系
Author(s):
Liang Shuting;Ding Dajun
Department of Civil Engineering,Southeast Univcrsity,Nanjing 210018
关键词:
框架 塑性铰 耗能 抗震性能/地震反应
分类号:
TU398.202
DOI:
10.3969/j.issn.1001-0505.1994.03.013
摘要:
针对普通方箍柱、井字式复合配箍柱和内埋工字钢柱绞在低周反复荷载作用下的实测滞回特性,提出了相应的动力分析恢复力模型,并编制了地震作用下的弹塑性动力分析程序,采用ELCentro波和两种人工波,对3种框架柱铰进行了不同地震量级作用下的动力反应和耗能过程计算分析,结果表明,井字式复合配箍柱和内埋工字钢柱具有良好的抗震性能.

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备注/Memo

备注/Memo:
国家教委高等学校博士学科点专项科研基金,自然科学基金
更新日期/Last Update: 2013-04-19