摘要
以钢网架和组合网架为例,基于拟夹层板法理论分析和数值模拟相结合的方法,提出了人致荷载作用下楼层网架结构的动力响应计算方法,分析了步行、跳跃荷载作用下楼层网架结构的加速度响应,得到了楼层网架结构基频在2.5~8Hz范围内时的最大加速度响应变化规律,并给出了其满足舒适度要求的频率限值。
Taking steel space truss and composite space truss as examples,the dynamic response calculation method of floor space truss structure under human-induced loads was proposed based on the equivalent sandwich plate method theoretical analysis and numerical simulation method. The acceleration response of the structure was analyzed under human walking and jumping loads. The changing law of the maximum acceleration response of the structure was obtained when the natural frequency of the structure ranges from 2. 5Hz to 8. 0Hz,and limit frequency was proposed to fulfill the comfort requirement.
出处
《建筑结构》
CSCD
北大核心
2015年第16期35-39,86,共6页
Building Structure
基金
教育部博士点基金(20130032110044)
国家自然科学基金(51308386)
关键词
网架结构
舒适度
拟夹层板法
人致荷载
space truss structure
comfort
equivalent sandwich plate method
human-induced load
