本文建立的规范非弹性反应谱，可直接应用在实际工程中。
The inelastic response demand spectrum can be employed to Calculate real bridges structural seismic resistance capacity.
最后联系计算工作和计算结果，对非弹性反应谱计算中的其它有关事项做了补充讨论和说明。
Finally, linked with the calculating work and the calculated results, some complementary discussions and comments on other related matters of calculating inelastic response spectra are given.
基于弹性反应谱理论，提出了一个用于评判结构抗震性能的能量判据，导出了相应的计算公式。
Based on the flexible response spectrum theory, an energy criterion was presented for evaluating seismic behavior of structure, appropriate calculation equation was derived.
本文从对楼板刚性反应最敏感的构件(即框剪结构的底层中间框架)按刚、弹性计算的剪力误差值的分析入手，建立了一个由弹簧支承的水平深梁的模型。
A deep beam model with spring bearing is given, based on the analysis of middle frame of frame and shear wall structure ground floor, which is sensitivity to floor rigidity.
本文从对楼板刚性反应最敏感的构件(即框剪结构的底层中间框架)按刚、弹性计算的剪力误差值的分析入手，建立了一个由弹簧支承的水平深梁的模型。
A deep beam model with spring bearing is given, based on the analysis of middle frame of frame and shear wall structure ground floor, which is sensitivity to floor rigidity.
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