To evaluate the nicety and reliability of POA method, the author compares the POA with inelastic time history analysis through case study. 作者通過算例分析，對推倒分析法與非線性時程分析法進行了比較，以評估推倒分析法的準確度及可靠性。
Effects of multi-support excitations on seismic responses of large-span trussed gable frames were investigated by time-history method. 摘要以大跨度門式桁架結構為研究對象，用時程分析法考察了多點輸入對不同跨度結構地震反應的影響。
