|Table of Contents|

Pushover Analysis Method Considering Strain Rate Effect(PDF)

《建筑科学与工程学报》[ISSN:1673-2049/CN:61-1442/TU]

Issue:
2011年02期
Page:
69-74
Research Field:
Publishing date:
2011-06-20

Info

Title:
Pushover Analysis Method Considering Strain Rate Effect
Author(s):
WANG Wen-ming LI Hong-nan
Faculty of Infrastructure Engineering, Dalian University of Technology, Dalian 116024, Liaoning, China
Keywords:
Pushover analysis strain rate effect 1/4 cycle average strain rate incremental dynamic analysis
PACS:
TU375
DOI:
-
Abstract:
Based on the dynamic theory of structures, a Pushover analysis method considering strain rate effect was proposed. Firstly, Pushover analysis of the structure without considering strain rate effect was performed. Secondly, the variance of strain at the important points in the 1/4 cycle and the duration of the cycle corresponding to the top displacement Di were calculated, then the model could be modified according to average strain rates of the important points; Pushover analysis of the structure for the second time was performed, and a point(Di,Vi)in the Pushover curve could be obtained; the value of Di was changed, and many points could be got according to the method. Finally, the Pushover curve of the structure considering strain rate effect by connecting these points with smooth curve was obtained. Using a reinforced concrete model, the Pushover curve obtained by the method in the paper was compared with the result obtained by incremental dynamic analysis. Results show that the method is rational.

References:

[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.

Memo

Memo:
-
Last Update: 2011-06-20