4Gosain N.K.and Brown R.H.et a1.Shear requirements for load reversals on R/C members[J].J.Struet.Div.,ASCE,1977,103(7).
5Darwin D.and Nmai C.K..Energy Dissipation in RC beams under cyclic load[J].J.Struet.Engrg.,ASCE,1986,.112(8):1829—1846.
6Park Y.J..AngA.H.-S.and Wen Y.K..Seismic damage analysis of reinforced concrete buildings[J].J.Struct.Engrg.,ASCE,1985,111(4):740—757.
7Liu, C.M. and Liu, X. L.. Collapse analysis of reinforced concrete frames under earthquake[A]. In: Proc. Int. Conf. on Concrete[C]. Iran,1992. 594-604.
8Hakuno M. and Meguro K.. Simulation of concrete - frame collapse due to dynamic loading [ J ]. J. Engrg. Mech. , 1993, 119 (9) : 1709 -1723.
9Filiatrault A. , Wagner P. and Cherry Sh.. Analytical prediction of experimental building pounding[J]. Earthquake engineering and structural dynamics, 1995, 24 : 1131 - 1154.
10Argyris J. H. and Doltsinis J. St. On the large strain inelastic analysis in natural formulation Part I: Quasistatic Problems[J]. Comp. Meth. Appl. Mech. Engrg. , 1979, 20:213 -251.