摘要
对带有刚臂的钢框架-混凝土核心筒超高层结构进行有限元计算分析,并对不同的结构布置和结构内力的突变进行比较分析,研究了刚臂的位置、数量、节点的连接方式改变时,其地震作用下结构地震反应的一般规律.结果表明,在地震作用下,设置一道刚臂的最佳位置在0.466倍房屋高度处;刚臂的数量尽量多设,不仅能减小侧向位移,而且能够减小刚臂处钢柱内力的突变;外围钢框架与核心筒之间采用刚性连接对于结构的抗震性能最有利.
Steel frame-core wall structure with outriggers was analyzed through the finite element analysis, and the mutation of the internal force of the structure and the comparison of different arrangement of structure were studied. The seismic response of the location, quantity and connection forms were presented, and some de- sign concepts were proposed for reference in the structural design of complicated tall buildings. The results have indicated that, under the earthquake, the best location is 0.4＇66H when one outrigger is set, and the quantity should be set as many as possible, which can reduce the lateral displacement and the mutation of the internal force of the steel columns. It is advantageous to adopt the rigid connection between the steel frame and the core for the aseismatic performance of steel frame-core wall structure.
出处
《湖南大学学报（自然科学版）》
EI
CAS
CSCD
北大核心
2008年第11期1-5,共5页
Journal of Hunan University:Natural Sciences
基金
国家自然科学基金资助项目(50748029)
关键词
刚臂
钢框架-混凝土核心筒
突变
抗震性能
outriggers
steel frame-core wall structure
mutation
aseismatic performance
