摘要
通过对带楼梯钢筋混凝土框架结构的静力推覆分析,并与不计入楼梯的框架模型进行分析对比,研究了楼梯对框架结构弹塑性性能的影响以及带楼梯框架结构的屈服机制。研究表明:不计入楼梯计算的常规设计方法不能达到预期的抗震设防目标,为此提出一种楼梯与主体脱离的设计措施。
Through pushover analysis for frame structure with staircase involved or not,the affection of staircase on elastic-plastic performance of frame structure,and the yielding mechanism of frame structure with staircase were studied.Analysis results indicate that the conventional analysis and design without staircase can not meet the expected seismic target.So the suggestion that the stair case is isolated from main structure was put forward for engineering design.
出处
《建筑结构》
CSCD
北大核心
2011年第3期31-35,共5页
Building Structure
基金
国家科技支撑计划课题(2009BAJ28B01)
四川省级新型墙体材料专项基金项目(No.200802)
中建股份科技研发课题(CSCEC-2009-Z-15)
关键词
带楼梯框架结构
静力推覆分析
弹塑性性能
设计建议
frame structure with staircase
pushover analysis
elastic-plastic performance
design suggestion