中空玻璃幕墙结构的非线性问题研究  

A STUDY ON NONLINEAR PROBLEMS OF CURTAIN WALL STRUCTRUES OF HOLLOW GLASS

作　　者：童丽萍[1] 罗英[2] 

机构地区：[1]郑州大学建筑工程学院,郑州450002 [2]西安建筑科技大学,西安710055

出　　处：《工业建筑》2001年第10期16-18,共3页Industrial Construction

摘　　要：讨论了高层建筑玻璃幕墙结构中中空幕墙玻璃的力学计算问题。根据实际的变形状态运用正交各向异性大挠度板的非线性理论 ,导出了相应的控制方程 ;探讨了中空玻璃的主刚度和折算刚度的计算 ;讨论了中空玻璃在自重、风荷载、地震作用力及温度变化情况下的内力和变形。运用加权残值法的概念 ,采用最小二乘配点法 ,在配点上建立残值方程 。This paper discusses the mechanical calculations of curtain walls of hollow glass in highrises.According to real deformation,the author deduces the corresponding control equations,probes main stiffness of hollow glass and the caluclation of reduced stiffness and discusses the internal force and deformation of hollow glass under dead load,wind load,seismic force and temperature by applying the nonlinear theories of large deflection of orthortropic slabs.The approach used in the paper is to apply the concept of method of weighted residuals and use the least square collection method to establish residual equations so that the unknown quantity can be obtained by removing residuals.

关 键 词：玻璃幕墙 中空玻璃 非线性 高层建筑 力学计算 荷载 

分 类 号：TU382[建筑科学—结构工程]