施工技术 2013年4月下 50 CONSTRUCTION TECHNOLOGY 第42卷第8期 D0I:10.7672/sgjs2013080050 大跨空间网格结构连续性倒塌研究及实例分析 张会'，喻云龙2，常银生2 (1.金肯职业技术学院建筑与土木工程系，江苏南京211156；2.南京市房屋安全鉴定处，江苏南京210029) [摘要]大跨空间网格结构的连续倒塌分析可采用变换荷载路径法，首先对结构进行重要构件的判断，主要包括概 念判断和敏感性分析.采用ANSYS的APDL语言编写了大跨空间结构的简化敏感性分析程序.结合某网球馆钢 结构工程，对该结构角柱失效模式进行了连续倒塌分析.分析结果表明角柱失效的影响区域有限，除部分腹杆达 到屈服状态以外，相邻的主要构件无论是变形还是应力均没有受到大的影响，故角柱失效结构不会发生连续性 倒塌. [关键词]钢结构；空间网格结构；连续性倒塌；重要构件；敏感性分析 [中图分类号]TU312.3 [文献标识码]A [文章编号]1002-8498(2013)08-0050-04 The Progressive Collapse Research and Example Analysis of Long-span Space Grid Structures Zhang Hui' Yu Yunlong2 Chang Yinsheng? (1.Department of Architecture and Ciril Engineering Jinken College of Technology Nanyjing Jiangsu 211156 China: 2.Nanjing Identification of the Housing Department Security Nanjing Jiangsu 210029 China) Abstract:The progressive collapse analysis of long-span space grid structures can use alternate path method.The important ponent of the whole structure should be firstly estimated which includes conceptual estimate and sensitivity analysis.The APDL language of the ANSYS software was used to write a program of sensitivity analysis.Combining with the tennis gymnasium steel engineering the progressive collapse of corner column invalidation mode was analyzed.The results show that the affective area by corner column invalidation was limited except some web member yielding the displacement and stress of the members around were little affected.So the corner column invalidation mode wouldn't bring on pr...
大跨空间网格结构连续性倒塌研究及实例分析.pdf
