摘要
针对某大剧院确定的梁板"格构柱—型钢梁"平台体系施工方案,利用有限元方法进行了不同方案整体稳定性的模拟分析,讨论提出了结构整体失稳前能够承受的临界载荷和建议方案,为现场施工方案设计和计算验证提供参考。
By analyzing the construction scheme of a settled theater ＂ lattice column - type steel beam＂ platform system, the global stability of different schemes was model analyzed and critical load upon overall structural instability was discussed for reference to design and calculation verification of site construction scheme.
作者
胡建琴
邢静忠
骆军
HU Jian-qin;XING Jing-zhong;LUO Jun(School of Civil Engineering,Lanzhou Petrochemical Polytechnic,Lanzhou 730060,China;Tianjin Polytechnic University,Tianjin 300160,China;Gansu No.7 Construction Engineering Corporation,Lanzhou 730000,China)
出处
《兰州石化职业技术学院学报》
2018年第3期22-25,共4页
Journal of Lanzhou Petrochemical Polytechnic
关键词
格构柱—型钢梁平台体系
整体稳定性
施工方案
有限元分析
＂lattice column - type steel beam＂
global stability
construction scheme
finite element analysis
