摘要
不等高接地框架结构具有先天竖向不规则性和上接地层柱底部约束存在差异的特点,其扭转效应更显著。通过理论和算例,分析了层间位移比、位移比、周期比三个扭转控制指标在不等高接地框架结构中的适用性。位移比适用于不等高接地框架结构的扭转效应判别,但可能出现位移比不起控制的情况,应与周期比限制相结合;由于耦联周期比随着相对偏心距的增大而减小,可能使不等高接地框架结构扭转效应判别失真,宜按非耦联周期比进行控制;上接地层的层间位移比的计算值可能失真,将导致对不等高接地框架结构扭转的误判。
Frame structure with uneven height grounding column ends has vertical irregularity,the constraints at the bottom of the columns in upper ground plane exist differences,so the torsional response should be more significant. Based on theory method and examples analyses,feasibility of storey drift displacement ratio,displacement ratio and period ratio for judged the torsional effect of frame structure with uneven height grounding column ends are analyzed. Displacement ratio can be used to judge torsional effect in frame structure with uneven height grounding column ends,but in some case displacement ratio should be used with period ratio. Because coupled period ratio decreases with increase of eccentricity of the structure,in some case it's easy to have a mistake in evaluated the torsional response of frame structure with uneven height grounding column ends,uncoupled period ratio is better than coupled period ratio. The value of storey drift displacement ratio of upper ground plane may be distorted,which may result in misjudgment of torsional response in frame structure with uneven height grounding column ends.
出处
《地震工程与工程振动》
CSCD
北大核心
2014年第S1期680-685,共6页
Earthquake Engineering and Engineering Dynamics
基金
重庆市自然科学基金计划项目(CSTC2011BB0093
CSTCJJA30006)
重庆市建设科技计划项目(2011-No.2-85)
关键词
山地建筑
框架结构
扭转效应
层间位移比
位移比
周期比
hillside building
frame structure
torsional response
storey drift displacement ratio
displacement ratio
period ratio
