密肋壁板结构简化计算模型对比分析  

Comparative analysis of simplified computation models of a multi-ribbed slab structure

作　　者：黄炜[1,2] 张程华[1] 姚谦峰[1] 魏晓[1,3] 荆罡[1] 侯莉娜[1] 穆林[1] 

机构地区：[1]西安建筑科技大学土木工程学院,西安710055 [2]西安交通大学土木工程系,西安710049 [3]总后建筑工程研究所,西安710032

出　　处：《振动与冲击》2009年第7期187-191,共5页Journal of Vibration and Shock

基　　金：中国博士后基金(2005038606);陕西省教育厅自然科学专项基金(06JK264);陕西省自然科学基金研究项目(陕科[2004]68号)

摘　　要：密肋壁板结构中多种材料及构件的使用与嵌套,使实体计算模型比较复杂,在结构计算中需要提出简化计算模型。结合课题组前期研究成果及现代高层结构计算理论,提出密肋壁板结构弹性阶段简化数值模型与解析模型。利用前期1/10比例振动台试验研究结果,采用刚架-复合弹性板模型对结构进行时程分析,并验证简化数值模型的正确性;利用解析模型和数值模型对实际工程进行对比分析,验证解析模型的合理性。理论与试验表明:采用刚架-复合弹性板模型作为密肋壁板结构在弹性阶段的数值模型具有一定的理论依据和可行性;提出的框架-复合墙模型作为密肋壁板结构在弹性阶段的解析模型较为合理,为实际工程提供了一种较为简化、实用的手算解析方法。A multi-ribbed slab structure uses various materials and components nested each other,it makes the cal-culation model extremely complicated,therefore,it is necessary to establish a simplified calculation model for the struc-ture.Based on previous study and the calculation theory of modern high-rise structures,a simplified numerical model and an analytical model for a multi-ribbed slab structure in elastic stage were presented.According to the previous results of the shaking table test on a 1/10 scaled model,a rigid frame-composite elastic plate model was employed to perform the time-history analysis,the validity of the simplified model was verified.In addition,the comparative analysis between the simplified numerical model and the analytical model to a practical engineering was carried out to verify the rationality of the analytical model.Theoretical study and experimental analysis showed that it is not only supported by theory but also useful for practice to adopt the rigid frame-composite elastic plate model as the numerical model in elastic stage,and it is more reasonable to take the frame-composite wall model as the simplified analytical model in elastic stage,it provides a more simplified and practical hand-calculation method for practical engineering.

关 键 词：密肋壁板结构 数值计算模型 解析模型 

分 类 号：TU311.1[建筑科学—结构工程] TU311.4