考虑余震影响的RC框架结构抗震设计方法

Historical earthquakes have confirmed that aftershocks would increase the damage of structures and even make them collapse, but all the seismic design codes in the world cannot consider the effects of aftershocks directly. A total of 12 reinforced concrete (RC) frame structures were designed based on mainshock-aftershock design spectrum and mainshock design spectrum. The collapse vulnerability of RC frame structures was studied with 50 as-recorded manishock-aftershock ground motions. The collapse margin ratio CMR of mainshock-aftershock affected and mainshock affected structures was compared and analyzed. It was found that the CMR of mainshock-aftershock affected structures was smaller than that of mainshock affected structures. In order to realize the collapse margin equivalence of structures, the prediction equation of S_{a, 50% collapse} is firstly proposed with basic period T₁ as variable. Then collapse margin equivalent equation is derived, and it is numerically solved with design spectrum. The prediction equation of T_{1, A} is lastly proposed with T_{1, M} as variable under the collapse margin equivalent condition. The collapse margin equivalence of mainshock-aftershock affected and mainshock affected structures can be realized by comprehensively using the prediction formula and mainshock-aftershock design spectrum.