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大型托换钢桁架钢管混凝土柱节点力学性能研究
引用本文:赵雅娜,余志祥,赵世春. 大型托换钢桁架钢管混凝土柱节点力学性能研究[J]. 工业建筑, 2011, 41(10): 90-94
作者姓名:赵雅娜  余志祥  赵世春
作者单位:西南交通大学土木工程学院,成都,610031
基金项目:中央高校科研基金资助项目(2010-2012)
摘    要:为了研究新建呼和浩特火车东站大跨度屋盖结构钢桁架-钢管混凝土柱关键连接节点受荷安全性,基于混合尺度分析方法,构建了数值模型,研究其破坏模式与滞回特征。探讨Drucker-Prager Cap材料模型进行混凝土滞回分析的可行性,并据此进行钢-混凝土组合对比模型构建,分析内填混凝土与否及内填混凝土强度等级高低对节点力学性能...

关 键 词:新型高速铁路大型客运站房  节点  加强构造措施  混合尺度  Drucker-PragerCap材料模型

STUDY ON MECHANICAL PROPERTIES OF LARGE STEEL UNDERPINNING TRUSS-STCC JOINT
Zhao Yana Yu Zhixiang Zhao Shichun. STUDY ON MECHANICAL PROPERTIES OF LARGE STEEL UNDERPINNING TRUSS-STCC JOINT[J]. Industrial Construction, 2011, 41(10): 90-94
Authors:Zhao Yana Yu Zhixiang Zhao Shichun
Affiliation:Zhao Yana Yu Zhixiang Zhao Shichun(School of Civil Engineering,Southwest Jiaotong University,Chengdu 610031,China)
Abstract:This paper studies on the failure mode and the hysteretic characteristics of the key steel underpinning truss-STCC joint,which lies in the large-span roof of Hohhot East Railway Station,by constructing a mixed-scales finite element model.It is explored the feasibility of using Drucker-Prager Cap material model in concrete hysteretic analysis.And it is constructed the joint model based on it to discuss the mechanical property differences of the joint model with and without filled concrete and the impact of t...
Keywords:high-speed railway station building  joint  structural measure of reinforcement  mixed-scale  Drucker-Prager Cap material model  
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