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.
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