提出的建筑结构抗震设计屈服判别法是判别实际结构在地震作用下构件屈服部位、屈服类型及屈服时间的一个有效可行的方法。
The yield prediction method, which can find out the weak member to be yielded, its yield type and the yield moment of a building structure under certain intensity of seismic action, is presented.
结果表明，按照所提出的方法，解决了在进行折叠结构设计时靠经验来判别其几何稳定性的局限性，保证了折叠结构设计的安全性和合理性。
The results show that the geometric stability criterions can resolve the limitation of experience design and ensure safety and rationality of folding structure design.
本文中所建议的方法简便易行，而且判别结果成功率较高，适用于预测结构抗震设计中是否考虑土-结构相互作用效应的问题。
The method in the article is simple and easy to do with relatively high judge success rate, and is suitable for predicting whether to consider the SSDI effect in the structural seismic design or not.
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