[1]唐兴荣,蒋永生,丁大钧.一种新型低剪力墙的试验研究[J].东南大学学报(自然科学版),1994,24(3):53-58.[doi:10.3969/j.issn.1001-0505.1994.03.009]
 Tang Xingrong,Jiang,Yongsheng,et al.Experimental Study on New Type of Low-Rise Concrete Shearwall[J].Journal of Southeast University (Natural Science Edition),1994,24(3):53-58.[doi:10.3969/j.issn.1001-0505.1994.03.009]
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一种新型低剪力墙的试验研究()
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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:
53-58
栏目:
土木工程
出版日期:
1994-05-20

文章信息/Info

Title:
Experimental Study on New Type of Low-Rise Concrete Shearwall
作者:
唐兴荣蒋永生丁大钧
东南大学土木工程系
Author(s):
Tang Xingrong;Jiang Yongsheng;Ding Dajun
Department of Civil Engineering, Southeast University,Nanjing 210018
关键词:
金属纤维 高强砼 缝槽 低剪力墙 结构控制/抗震结构
分类号:
TU398.203
DOI:
10.3969/j.issn.1001-0505.1994.03.009
摘要:
运用结构控制的概念,提出了一种新型低剪力墙──带竖向缝槽钢纤维高强砼低剪力墙。进行了一榀整截面和三根带竖向缝槽钢纤维高强砼低剪力墙在低周反复荷载下的试验。对影响带竖向缝槽钢纤维高强砼低剪力墙的设计因素作了探讨,提出了受剪承载力的计算方法,计算值与试验值吻合较好。

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[4]孙伟,高建明.路用钢纤维砼抗折疲劳特性研究[J].东南大学学报(自然科学版),1991,21(2):80.[doi:10.3969/j.issn.1001-0505.1991.02.012]
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备注/Memo

备注/Memo:
国家自然科学基金
更新日期/Last Update: 2013-04-19