摘要
通过对某大型钢结构工业厂房的空间地震反应分析，对复杂结构体系的计算模型建立、钢结构厂房轻型屋盖及工业平白的刚度等代、结构空间分析中参与组合的吊车由数和吊车合理摆放位置的确定、动力子结构划分技巧，以及框排架结构平面分析与空间分析结果等诸多问题进行了研究探讨，获得了具有实用价值和理论意义的成果。
According 3-D seismic response analysis for a superlarge structural steel industrial building of Baoshan Iron & Steel Complex, Shanghai, teh analysis models for complicated structural system, regidity equivalent for building roofing and deck, the number and reasonable location of participating combined cranes, dividing method for dynamic sub-structures and result comparations for 2-D/3-D analysis are presented in this paper.The Valuable and theoretical achievements have yielded.
出处
《钢结构》
1997年第2期15-19,共5页
Steel Construction
关键词
钢结构工业厂房
空间地震反应分析
刚度等代
吊车合理摆放位置
动力子结构
structural steel industrial building,3-D seismic response analysis,regidity equivalent,reasonable location of participating combined cranes,dynamic sub-structures
