摘要
针对全玻幕墙的不同结构特点,文章把大跨度全玻幕墙分为三个类别进行稳定性分析。通过具体的节点分析,详细阐述了每种类别的受力模式,计算方法以及注意事项,并提出了能有效提高全玻幕墙稳定性的措施。
To calculate the stability of the large span glass rib, there are three kinds of configurations for glass stiffening fins.The paper provides structural analysis, calculation methods, the node designs for every configuration, and points out some suggestions to enhance the stability for the full glass curtain wall.
出处
《建筑技术开发》
2017年第11期27-28,共2页
Building Technology Development
关键词
大跨度玻璃肋
整体稳定性
点接全玻幕墙
large span glass rib
overall stability
point to all glass curtain wall
