某高层框支剪力墙结构的楼板应力分析  

Floor Stress Analysis of a High-rise Frame-supported Shear Wall Structure

作　　者：林宝新[1,2] 李尚[1] 

机构地区：[1]安徽建筑大学土木工程学院,合肥230022 [2]安徽建筑大学建筑设计研究院,合肥230022

出　　处：《安徽建筑大学学报》2016年第4期1-7,共7页Journal of Anhui Jianzhu University

摘　　要：以某平面不规则框支剪力墙结构为例,进行多遇地震下的弹性分析和罕遇地震下的弹塑性分析,并就楼盖凹陷处以不设拉板、设拉梁和设拉板三种模型分别对上部标准层平面和带转换层平面进行楼板应力分析,检验其抗震性能。分析表明,拉板模型结构具有良好的受力性能和变形能力,各构件能够达到预期的性能目标。In this paper, with a frame-supported shear wall of irregular plane as an example, elastic analysis under frequent earthquake and elastic-plastic analysis under rare earthquake have been analyzed. Three models of no-pulling plate,pulling beam and pulling plate at concave department have been established to analyze the lfoor stress of conversion layer and standard lfoor .Finally, its seismic performance has been inspected. It shows that the model of pulling plate has good ability of bearing and deformation, and each component can achieve the desired targets of the seismic performance.

关 键 词：凹凸不规则楼板 带转换层楼板 抗震性能目标 楼板应力分析 

分 类 号：TU311[建筑科学—结构工程]