上柔下刚混合结构动力放大效应简化计算研究  

Simplified Calculation Research on Effects of Dynamic Amplification on Soft-Upper-Rigid-Down Hybrid Structures

作　　者：熊海贝[1] 陈琳 吴颖[1] 贾国成[1] XIONG Haibei;CHEN Lin;WU Ying;JIA Guocheng(College of Civil Engineering,Tongji University,Shanghai 200092,Chin)

机构地区：[1]同济大学土木工程学院,上海200092

出　　处：《西南交通大学学报》2018年第2期219-225,共7页Journal of Southwest Jiaotong University

基　　金：国家自然科学基金资助项目(50321803);地震工程国际合作联合实验室合作研究项目(TMGFXK-2015-002-2);国家科技支撑计划资助项目(2014BAL05B01)

摘　　要：上柔下刚混合结构更易产生"鞭梢效应".在考虑刚度比、质量比对结构动力特性的影响,提出刚度质量综合比概念的基础上,假定上下部结构阻尼比相等,推导出了可用于工程应用的上柔下刚混合结构动力放大效应简化计算方法;采用1组公开发表的振动台试验数据分别以轻木-混凝土二层结构("1+1"体系)、三层结构("1+2"体系)、六层结构("2+4"体系)为例共7个案例,采用振型分解法对简化计算法进行验证.研究结果表明:简化方法与振型分解法的误差均低于20%,验证了使用简化计算法计算上柔下刚混合结构动力放大效应的有效性和可靠性;当整体结构下上刚度比不小于7时,可采用简化计算法计算上部结构的动力放大效应.Soft-upper-rigid-down hybrid structures are more susceptible to the ＂whipping effect ＂.Considering the effects of stiffness and mass ratios on the dynamic characteristics of structures,a simplified calculation method which can be used in engineering to determine the effects of dynamic amplification on a soft-upper-rigid-down hybrid structure is given by proposing the concept of a stiffness mass integrated ratio and assuming that the damping ratios of the superstructure and substructure are equal. Analysis reveals that the results of the simplified calculation method correlate well with one set of published shaking table test data and the mode-superposition method. For light wood-concrete structures,which are composed of two layers（＂1 ＋ 1＂system）,three layers（＂1 ＋ 2＂system） or six layers（＂2 ＋ 4＂system）,the results of the simplified calculation method are in good agreement with the mode-superposition method with an error lower than 20%,which verifies the validity and reliability of the simplified calculation method. It is proposed that the simplified calculation method can be used to calculate the effect of dynamic amplification of soft-upper-rigid-down hybrid structures when the stiffness ratio of the structure is not less than 7.

关 键 词：混合结构 轻木-混凝土结构 上柔下刚 动力放大效应 刚度质量综合比 

分 类 号：TU398.9[建筑科学—结构工程]