论文部分内容阅读
工程中多层钢框架结构经常采用半刚性连接形式,将半刚性连接节点视为弹簧单元,用蒙特卡罗模拟法,对半刚性钢框架进行了基于侧移的可靠性研究。通过各算例探讨了节点刚度对多层钢框架可靠性的影响。
In the project, the semi-rigid connection form is often used in the multi-story steel frame structure. The semi-rigid connection node is regarded as the spring element. The Monte Carlo simulation method is used to study the reliability of the semi-rigid steel frame based on the lateral movement. The influence of node stiffness on the reliability of multi-story steel frame is discussed through examples.