[1] ZENER C,HOLLOMON J H.Effect of Strain Rate upon Plastic Flow of Steel[J].Journal of Applied Physics,1944,15(1):22-32.
[2]杨道明,于 捷,李紫桐,等.高应变率下三种钢材性能及损伤机理的实验研究[J].兵工学报,1992(3):65-73.
YANG Dao-ming,YU Jie,LI Zi-tong,et al.An Experimental Study on the Tensile Properties and Damage Mechanism of Three Alloy Steels at High Strain Rate[J].Acta Armamentarii,1992(3):65-73.
[3]林 峰,顾祥林,匡昕昕,等.高应变率下建筑钢筋的本构模型[J].建筑材料学报,2008,11(1):14-20.
LIN Feng,GU Xiang-lin,KUANG Xin-xin,et al.Constitutive Models for Reinforcing Steel Bars Under High Strain Rates[J].Journal of Building Materials,2008,11(1):14-20.
[4]李 敏,李宏男.建筑钢筋动态试验及本构模型[J].土木工程学报,2010,43(4):70-75.
LI Min,LI Hong-nan.Dynamic Test and Constitutive Model for Reinforcing Steel[J].China Civil Engineering Journal,2010,43(4):70-75.
[5]闫东明.混凝土动态力学性能试验与理论研究[D].大连:大连理工大学,2006.
YAN Dong-ming.Experimental and Theoretical Study on the Dynamic Properties of Concrete[D].Dalian:Dalian University of Technology,2006.
[6]董毓利,谢和平,赵 鹏.不同应变率下混凝土受压全过程的实验研究及其本构模型[J].水力学报,1997(7):72-77.
DONG Yu-li,XIE He-ping,ZHAO Peng.Experimental Study and Constitutive Model on Concrete Under Compression with Different Strain Rate[J].Journal of Hydraulic Engineering,1997(7):72-77.
[7]肖诗云,林 皋,王 哲,等.应变率对混凝土抗拉特性影响[J].大连理工大学学报,2001,41(6):721-725.
XIAO Shi-yun,LIN Gao,WANG Zhe,et al.Effects of Strain Rate on Dynamic Behavior of Concrete in Tension[J].Journal of Dalian University of Technology,2001,41(6):721-725.
[8]PANKAJ P,ERMIAO L.Material Modelling in the Seismic Response Analysis for the Design of RC Framed Structures[J].Engineering Structures,2005,27(7):1014-1023.
[9]BHOWMICK A K,DRIVER R G,GRONDIN G Y.Seismic Analysis of Steel Plate Shear Walls Considering Strain Rate and lta Effects[J].Journal of Constructional Steel Research,2009,65(5):1149-1159.
[10]FREEMAN S A.The Capacity Spectrum Method as a Tool for Seismic Design[C]//ECEE.Proceedings of the 11th European Conference on Earthquake Engin-eering.Rotterdam:Balkema A A,1998:6-11.
[11]KRAWINKLER H,SENEVIRATNA G D P K.Pros and Cons of a Pushover Analysis of Seismic Performance Evaluation[J].Engineering Structures,1998,20(4/5/6):452-464.
[12]BRACCI J M,KUNNATH S K,REINHORN A M.Seismic Performance and Retrofit Evaluation for Reinforced Concrete Structures[J].Journal of Structural Engineering,1997,123(1):3-10.
[13]GUPTA B,KUNNATH S K.Adaptive Spectra-based Pushover Procedure for Seismic Evaluation of Structures[J].Earthquake Spectra,2000,16(2):367-391.
[14]CHOPRA A K,GOEL R K.A Modal Pushover An-alysis Procedure for Estimating Seismic Demands for Buildings[J].Earthquake Engineering and Structural Dynamics,2002,31(3):561-582.
[15]KALKAN E,KUNNATH S K.Adaptive Model Combination Procedure for Nonlinear Static Analysis of Building Structures[J].Journal of Structure Engin-eering,2006,132(11):1721-1731.
[16]VAMVATSIKOS D,CORNELL C A.Incremental Dynamic Analysis[J].Earthquake Engineering and Structural Dynamics,2002,31(3):491-514.
[17]马千里,叶列平,陆新征,等.采用逐步增量弹塑性时程方法对RC框架结构推覆分析侧力模式的研究[J].建筑结构学报,2008,29(2):132-140.
MA Qian-li,YIE Lie-ping,LU Xin-zheng,et al.Study on Lateral Load Patterns of Pushover Analysis Using Incremental Dynamical Analysis for RC Frame Structures[J].Journal of Building Structures,2008,29(2):132-140.