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某体育场看台结构抗震设计

Seismic design on stand structure of a stadium
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摘要 介绍体育场看台抗震设计中的问题,并结合工程实际,对8度区某体育场混凝土看台进行超限分析,简述体育场看台结构中的超限判定及加强措施,弹塑性时程分析及性能化目标的设定,为解决类似工程问题提供了经验。 The problems in the seismic design of the stadium stands were introduced,and the over-limit of the concrete stands of a stadium in the 8 degree area according to the actual project was analyzed. The over-limit judgment and strengthening measures in the stadium stand structure,elasto-plastic time-history analysis and performance target setting were briefly described. This stadium stands structural seismic design procedure can be helpful for the similar engineering problems.
作者 张文斌 许晓梁 洪文明 万月荣 Zhang Wenbin;Xu Xiaoliang;Hong Wenming;Wan Yuerong(Tongji Architectural Design ( Group) Co.,Ltd.,Shanghai 200092,China)
出处 《建筑结构》 CSCD 北大核心 2018年第S2期134-137,共4页 Building Structure
关键词 看台结构 超限结构 弹塑性分析 性能化设计 stand structure transfinite structure elasto-plastic analysis performance-based design
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