对扭转不规则系数的主要影响因素进行了分析，为地震作用下结构的抗扭设计提供了理论依据。
The effect factors on the parameter of torsional irregularity were analyzed. The conclusion provides theory basis to torsional resistance design of structures under earthquake.
本文得到的研究结果可以作为该桥抗震设计的参考依据，对其它类似桥梁地震反应分析也有一定的指导意义。
These laws can be used as the basis of seismic design of the Lanqi Songhua River Bridge and is useful for directing seismic response analysis of such kind bridge.
结构在地震作用下的损伤状况及其抵御破坏荷载的残余能力，是抗震优化设计和震后工程加固的重要依据。
Damaged condition and residual capability to resist failure load of a structure under seismic action are important for seismic optimum design and post-earthquake strengthening.
应用推荐