[1]陈忠范,丁大钧,蒋永生.框架-剪力墙结构弹塑性性能的试验研究[J].东南大学学报(自然科学版),1994,24(3):47-52.[doi:10.3969/j.issn.1001-0505.1994.03.008]
 Chen Zhongfan,Ding,Dajun,et al.Experimental Research on Elastic-Plastic Behavior of RC Frame-Shear Wall Structure[J].Journal of Southeast University (Natural Science Edition),1994,24(3):47-52.[doi:10.3969/j.issn.1001-0505.1994.03.008]
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框架-剪力墙结构弹塑性性能的试验研究()
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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:
47-52
栏目:
土木工程
出版日期:
1994-05-20

文章信息/Info

Title:
Experimental Research on Elastic-Plastic Behavior of RC Frame-Shear Wall Structure
作者:
陈忠范丁大钧蒋永生
东南大学土木工程系
Author(s):
Chen Zhongfan;Ding Dajun;Jiang Yongsheng
Department of Civil Engineering,Southeast University, Nanjing 210018
关键词:
框架 剪力墙 弹塑性/模型试验 自控
分类号:
TU398.203
DOI:
10.3969/j.issn.1001-0505.1994.03.008
摘要:
通过对框架-剪力墙结构破坏形态的分析,得出加强柜架底层配筋可起到二道设防作用并推迟框架形成可变机构。进行了两种柜。剪并联体模型试验,证实本文方法具有结构自控的效果,同时得出了框。剪结构的内力重分布规律、塑性铰出现规律等.

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备注/Memo

备注/Memo:
高等学校博士学科点专项科研基金
更新日期/Last Update: 2013-04-19