摘要
介绍了张拉索膜结构抗拔桩基础的侧摩阻力发挥规律和抗拔承载力计算方法 ,对抗拔桩在预应力张拉索膜结构中应用的特殊问题 ,包括风荷载导致的循环荷载效应和锚固桩基础的刚度问题进行了分析 。
This paper introduces the load transfer mechanisms,failure surface models and side resistance performances of tension piles,one of the suitable anchor foundations of tensile cable membrane structures.Design methods based on uplift capacity are evaluated.With respect to their applications in tensile cable membrane structures,special considerations,including cyclic loading effects and uplift displacements are studied and design suggestions are proposed.
出处
《建筑结构》
CSCD
北大核心
2003年第11期3-5,共3页
Building Structure
