[1]王群依,薛国亚,宋启根.局部均载下RC无梁板的应力重分布分析[J].东南大学学报(自然科学版),1994,24(3):13-19.[doi:10.3969/j.issn.1001-0505.1994.03.003]
 Wang Qunyi,Xue Guoya,Song,et al.Redistributive Stress Analysis of RC Flat Slab under Locally Distributed Load[J].Journal of Southeast University (Natural Science Edition),1994,24(3):13-19.[doi:10.3969/j.issn.1001-0505.1994.03.003]
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局部均载下RC无梁板的应力重分布分析()
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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:
13-19
栏目:
土木工程
出版日期:
1994-05-20

文章信息/Info

Title:
Redistributive Stress Analysis of RC Flat Slab under Locally Distributed Load
作者:
王群依薛国亚宋启根
南京民用建筑设计院; 东南大学土木工程系
Author(s):
Wang Qunyi Xue Guoya;Song Qigen Xue Guoya;Song Qigen
Nanjing Municipal Institute of Civil Architecture Design,Nanjing 210004
Departement of Civil Engineering, Southeast University,Nanjing 210018
关键词:
无梁板 非线性 试验 计算方法
分类号:
TU375.201
DOI:
10.3969/j.issn.1001-0505.1994.03.003
摘要:
针对局部均载下的RC无梁板,以广义力法的弹性解为基础,提出了局部均载下RC无梁板的挠度和内力的应力重分布计算方法及其公式,并和试验结果进行了比较。结果表明,弹性计算和非线性分析的内力分布规律不同,设计中应考虑应力重分布过程。

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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