Simplified design method and seismic performance of space trusses with consideration of the influenc

• 作 者: Fan Feng Sun Menghan Zhi Xudon
• 机 构: KeyLabofStructuresDynamicBehaviorandControloftheMinistryofEducation,SchoolofCivilEngineering
• 出 处: 地震工程与工程振动：英文版
• 发表日期: 2016年2期
• 关键词: 空间桁架结构 简化设计方法 支撑刚度 抗震性能 下部 弹簧质量系统 四角锥网架 弹塑性分析 simplified supporting pyramid stif
• 基金项目: Supported by： National Technology Research and DevelopmentProgram of the Ministry of Science and Technology of Chinaunder Grant No. 2015BAK17B03, National Natural ScienceFoundation of China （General P

Static and dynamic force performance of two types of space truss structures i.e. square pyramid space truss(SPST) and diagonal on square pyramid space truss(DSPST), are studied to determine the effect of stiffness of their lower supporting members. A simp