结论表明，既有构件所经历的最大荷载及最大荷载出现的相对时序均会影响到既有构件的抗震性能。
The study indicates that the maximum displacement in the load histories is an important influence factor to the seismic behavior of existing reinforced concrete members.
结论表明，既有构件所经历的最大荷载及最大荷载出现的相对时序均会影响到既有构件的抗震性能。
The study indicates that the maximum displacement in the load histories is an important influence factor to the seismic behavior of existing reinforced concrete members.
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