点式玻璃幕墙在国内运用越来越广 ,而现有的幕墙规范 (JGJ1 0 2— 96)对其应力和位移分析没有做出明确规定。为此 ,从理论上分析了影响点式支承玻璃板承载性能的几个重要因素 :连接约束条件、支承点连接方式。运用有限元数值分析的方法重点研究了玻璃建筑技术中带孔点式玻璃孔边缘应力的问题 ,分别讨论了孔边缘应力集中和孔心边距对玻璃板承载性能的影响 ,为规范修改和工程设计提供了参考依据 Point-type glass curtain wall is more and more widely used domestically, while the existing curtain wall code (JGJ1 0 2-96) does not specify its stress and displacement analysis. Therefore, several important factors that affect the bearing capacity of point-supported glass sheets are theoretically analyzed: the connection constraints and the way of bearing points connection. The finite element numerical analysis method focuses on the glass construction technology with hole glass hole edge stress problems, respectively, discussed the hole edge stress concentration and hole edge on the bearing capacity of glass, in order to standardize the modification and engineering Design provides a reference