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板柱节点的抗冲切性能研究
引用本文:程万鹏,张秀娟,宋玉普.板柱节点的抗冲切性能研究[J].大连铁道学院学报,2005,26(2):43-47.
作者姓名:程万鹏  张秀娟  宋玉普
作者单位:[1]大连正源房屋开发股份有限公司,辽宁大连116021 [2]大连交通大学机械工程学院,辽宁大连116028 [3]大连理工大学土木工程系,辽宁大连116023
摘    要:在板柱结构体系中,由于楼板上没有梁的支撑,柱节点处只有板与柱连接,板的设计厚度又有局限性,因此板柱节点就成为板柱体系的薄弱环节,为有效提高板柱节点的抗冲切能力,采用SATWE和ANSYS两种有限元分析软件,分别对影响板柱节点抗冲切性能的几种因素进行了系统分析,得出了几种因素对板刚度影响的规律,依据这些规律,设计人员可以根据具体情况,采取合理的改进措施,避免由于措施不当,导致施工困难。

关 键 词:板柱结构体系  抗冲切能力  因素  规律
文章编号:1000-1670(2005)02-0043.05
收稿时间:2004-12-27

Study of Punch-Resistant Capability of Notes in Slab-Column System
Cheng WanPeng;Zhang XiuJuan;Song YuPu.Study of Punch-Resistant Capability of Notes in Slab-Column System[J].Journal of Dalian Railway Institute,2005,26(2):43-47.
Authors:Cheng WanPeng;Zhang XiuJuan;Song YuPu
Abstract:In slab-column system, there is no edge-beam supporting slab, the slabs and colunms are only connected at their nodes, and the design value of slab thickness is limited. Therefore, to improve the punch resistant capability is an important problem to be solved by the designers. In this paper, SATWE and ANSYS software are used to analyze the related coefficients and obtain the effectire rules. According to these rules, designers can adopt reasonable means and avoid the construction difficulty caused by unreasonable measures.
Keywords:slab-column system  punch resistant capability  coefficient  rule
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