本文讨论了随机等价线性化方法(esl)作为一种对考虑力学参数随机性的非线性滞回结构进行可靠性分析的工具具有的灵活性。
This paper investigates the flexibility of the equivalent stochastic linearization (ESL) method as a tool for reliability analyses of nonlinear hysteretic structures with random mechanical properties.
构件的滞回性能和恢复力模型是结构抗震设计和分析的基础，是结构抗震性能的重要参数。
Hysteretic behavior of components and resilience model of seismic design and analysis is based, is an important parameter for seismic behavior.
最后在对节点滞回性能参数分析的基础上，提出了节点设计和改进建议。
Finally, some Suggestions for improving joint design are presented on the basis of parameter analysis of the hysteretic behavior of diaphragm-through joint.
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