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梁柱半刚性端板连接节点受力性能分析 被引量:1

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摘要 对外伸高强螺栓端板连接节点的受力特性进行了分析,介绍了初始连接刚度的计算。通过分析,认为初始刚度与节点的构造有关,尤其是与连接件的抗弯刚度、板厚、以及螺栓的间距影响有关。
作者 杨中云
出处 《中外建筑》 2006年第4期126-127,共2页 Chinese & Overseas Architecture
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