[1]蒋永生,卫龙武,徐金法,等.钢纤维高强砼框架节点性能的试验研究[J].东南大学学报(自然科学版),1991,21(2):72-79.[doi:10.3969/j.issn.1001-0505.1991.02.011]
 Jiang Yongsheng,Wei Longwu,Xu Jinfa,et al.Experimental Research on Behavior of Frame Joints Using Steel Fiber High Strength Reinforced Concrete[J].Journal of Southeast University (Natural Science Edition),1991,21(2):72-79.[doi:10.3969/j.issn.1001-0505.1991.02.011]
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钢纤维高强砼框架节点性能的试验研究()
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《东南大学学报(自然科学版)》[ISSN:1001-0505/CN:32-1178/N]

卷:
21
期数:
1991年第2期
页码:
72-79
栏目:
本刊信息
出版日期:
1990-03-20

文章信息/Info

Title:
Experimental Research on Behavior of Frame Joints Using Steel Fiber High Strength Reinforced Concrete
作者:
蒋永生卫龙武徐金法鲁宗悫
东南大学土木工程系; 东南大学土木工程系; 江苏交通規划院; 南京第二设计院
Author(s):
Jiang Yongsheng Wei Longwu Xu Jinfa Xu Jinfa Lu Zongque Lu Zongque
Department of Civil Engineering
Jiangsu Institute of Traffic Planning
Nanjing Second Design Institute
关键词:
混凝土 金属纤维 锚固 节点 核心 剪切强度 高强度
分类号:
TU 323.5
DOI:
10.3969/j.issn.1001-0505.1991.02.011
摘要:
3个钢纤维高强砼与2个普通高强砼的中节点抗震试验结果表明,核心区采用钢纤维高强砼可以较大幅度提高抗裂和受剪能力,少配或甚至不配箍筋,取消梁筋的附加锚固措施.本文提出的抗裂和受剪能力的计算公式,其计算值与试验值较为符合.

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备注/Memo

备注/Memo:
国家自然科学基金
更新日期/Last Update: 2013-04-20