In this paper, the application of direct displacement-based design method which is the most representative performance-based design method for the shear wall structure will be studied.
本文对基于性能的抗震设计方法中最具有代表性的直接基于位移的设计方法在剪力墙结构中的应用进行了研究。
The method of direct displacement-based seismic design is an important improvement on force-based seismic design.
直接基于位移的抗震设计方法是对基于力的抗震设计方法的重大改进。
Direct displacement-based seismic design is presented in this paper according to these factors.
在此基础上，本文采用直接基于位移的抗震设计方法来实现基于位移的抗震设计。
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