[1]孙宝俊,吕志涛.钢筋混凝土双向受拉构件破坏面分析与承载力计算[J].东南大学学报(自然科学版),1991,21(4):9-15.[doi:10.3969/j.issn.1001-0505.1991.04.003]
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钢筋混凝土双向受拉构件破坏面分析与承载力计算()
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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4期
页码:
9-15
栏目:
土木工程
出版日期:
1990-07-20

文章信息/Info

Title:
Failure Surface Analysis of Reinforced Concrete Members Subjected to Biaxial Tension
作者:
孙宝俊吕志涛
东南大学土木工程系; 东南大学土木工程系
关键词:
钢筋混凝土 结构设计 破坏分析/ 双向受力 计算机程序
分类号:
TU375.3
DOI:
10.3969/j.issn.1001-0505.1991.04.003
摘要:
应用作者编制的计算机程序对预应力和非预应力混凝土双向受力构件进行了非线性分析,得出了钢筋混凝土双向受拉构件的轴力-弯矩相互作用线和破坏面,并建立了承载力计算公式。

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更新日期/Last Update: 2013-04-20