摘要
３动力可靠性分析若结构的使用期限为Ｎ年，假设每年的标准高度年最大平均风速为伯努利试验，幕墙的刚度、强度不随时间变化，则Ｎ年内幕墙在风载作用下的动力可靠性Ｐｓ（Ｎ）为：Ｐｓ（Ｎ）＝［Ｐｓ（１）］Ｎ（７２）式中，Ｐｓ（１）为幕墙的年动力可靠性，其值由下式...
The statistical method of wind loads is studied. The linear and nonlinear analysis models for wind-induced response of glass cladding are established by using plate theory. The linear calculating formulas of wind-induced response are established by using the vibration model decomposition method, the nonlinear wind-induced response equation in which the load is of non-zero mean value is solved by using Galerkin's method and improved equivalent linearization method. According to the definition, the calculating formulas of linear dynamic reliability are established by using poisson process method, in accordance with the situation that the largest nonlinear dynamic stress is a Non-Gauss random process, the calculating formulas of nonlinear dynamic reliability are established by using poisson process method and nonlinear transformation, and the calculating example is given. So a complete set of analytic method of the linear and nonlinear wind-resistance dynamic reliability for glass cladding is given.
出处
《工业建筑》
CSCD
北大核心
1999年第6期17-19,共3页
Industrial Construction
基金
广西自然科学基金
关键词
高层建筑
玻璃幕墙
风荷载
动力可靠性
tall buildings wind-resistance cladding nonlinear reliability
