P, Obaseki K. Strain rate-dependent interaction diagram for reinforced concrete section [J]. ACI Journal Proceedings, 1986, 83(1): 108―116.
[2]
M S. Curvature ductility of reinforced concrete beams under low and high strain rates [J]. ACI Structural Journal, 1995, 92(5): 526―534.
[3]
闫东明, 肖诗云, 等. 应变速率对混凝土特性及工程结构地震响应的影响[J]. 土木工程学报, 2005, 38(11): 1―8. Lin Gao, Yan Dongming, Xiao Shiyun, et al. Strain rate effects on the behavior of concrete and the seismic response of concrete structures [J]. China Civil Engineering Journal, 2005, 38(11): 1―8. (in Chinese)
[4]
Euro-International du Béton, CEB-FIP Model Code 1990 [S]. 1993.
[5]
P H, Perry S H. Compressive behaviour of concrete at high strain rates [J]. Materials and Structures, 1991, 24(6): 425―450.
[6]
L J, Ross C A. Review of strain rate effects for concrete in tension [J]. ACI Materials Journal, 1998, 95(6): 735―739.
[7]
D M, Lin G, Chen G D. Dynamic properties of plain concrete in triaxial stress state [J]. ACI Materials Journal, 2009, 106(1): 89―94.
[8]
刘铁军, 滕军, 等. 混凝土柱单轴动态抗压特性的应变率效应研究[J]. 振动与冲击, 2012, 31(2): 145―150. Zou Dujian, Liu Tiejun, Teng Jun, et al. The research on strain rate effect of compressive behaviour of concrete column [J]. Journal of Vibration and Shock, 2012, 31(2): 145―150. (in Chinese)
[9]
H C, Erki M A, Seckin M. Review of effects of loading rate on reinforced concrete [J]. Journal of Structural Engineering, 1991, 117(12): 3660―3679.
[10]
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 Hongnan. Dynamic test and constitutive model for reinforcing steel [J]. China Civil Engineering Journal, 2010, 43(4): 70―75. (in Chinese)
[11]
D, Frascadore R, Ludovico M D, et al. Influence of strain rate on the seismic response of RC structures [J]. Engineering Structures, 2012, 35: 29―36.
[12]
S. Seismic performance of reinforced concrete columns with 90 degree end hooks for shear reinforcement under high speed loading [EB]. http://www.iitk.ac.in/nicee/wcee/article/0116.pdf,2000.
[13]
Doormaal J, Weerheijm J, Sluys L J. Experimental and numerical determination of the dynamic fracture energy of concrete [J]. Journal de Physique IV, 1994, 4(8): 501―506.
[14]
P A. Test for the rate effect on concrete fracture energy [M]. Jones N, Brebbia C A, Jones N, Manolis G D, et al. Structures Under Shock and Impact V. Boston: Computational Mechanics Publications in Southampton, 1998: 461―470.
[15]
G, Zhang X X, Yu R C, et al. Effect of loading rate on fracture energy of high-strength concrete [J]. Strain, 2011, 47(6): 518―524.
[16]
E, Davison B, Tyas A. Structural integrity of steel connections subjected to rapid rates of loading [DB]. http://ascelibrary.org/doi/pdf/10.1061/ 40753% 28171%29217, 2005.
[17]
G L, Ashford S A. Effects of large velocity pulses on reinforced concrete bridge columns [R]. California: University of California, Berkeley, Pacific Earthquake Engineering Research Center, 2002.
[18]
J, Suzuki N, Kaneko T, et al. Dynamic loading test of reinforced concrete columns for identification of strain rate effect [C]// Proceedings of the First NEES/E-Defense Workshop on Collapse Simulation of Reinforced Concrete Building Structures. Pacific Earthquake Engineering Research Center, Berkeley, California, 2005: 291―304.
[19]
W, Saouma V, Haussmann G, et al. Experimental investigations of loading rate effects in reinforced concrete columns [J]. Journal of Structural Engineering, 2012, 138(8): 1032―1041.
[20]
龙业平. 基于纤维模型的钢筋混凝土柱应变率效应研究[J]. 工程力学, 2011, 28(7): 103―116. Xu Bin, Long Yeping. Study on the behavior of reinforced concrete columns with fiber model considering strain rate effect [J]. Engineering Mechanics, 2011, 28(7): 103―116. (in Chinese)
[21]
李宏男. 应变率对钢筋混凝土柱动态特性的影响[J]. 地震工程与工程振动, 2011, 31(6): 67―72. Wang Debin, Li Hongnan. Effects of strain rate on dynamic behavior of reinforced concrete column [J]. Journal of Earthquake Engineering and Engineering Vibration, 2011, 31(6): 67―72. (in Chinese)
[22]
K F, Hansen R J, Yang C Y. Dynamic tests of reinforced concrete columns [J]. ACI Journal Proceedings, 1964, 61(3): 317―334.
[23]
S, Minami K, Wakabayashi M. Stability of slender reinforced concrete members subjected to static and dynamic loads [C]// Proceedings of Ninth World Conference on Earthquake Engineering, Tokyo-Kyoto, Japan, 1988, Ⅷ: 901―906.
[24]
罗家谦. 钢筋混凝土轴压和偏压构件在快速变形下的性能[M]//清华大学抗震抗爆工程研究室. 科学研究报告集(第4集) 钢筋混凝土结构构件在冲击荷载下的性能. 北京: 清华大学出版社, 1986: 33―44. Chen Zhaoyuan, Luo Jiaqian. The behavior of axial and eccentric loaded RC columns under rapid rate of deformation [M]// Science Report Collection of Tsinghua Resisting Earthquake and Blast Loading Institute-The Characteristics of R/C Structure Member under Blast Loading, (4). Beijing: Tsinghua University Press, 1986: 33―44. (in Chinese)
[25]
许东. 应变率效应对钢筋混凝土柱的影响[J]. 防灾减灾工程学报, 2009, 29(6): 668―675. Xiao Shiyun, Xu Dong. Influence of strain rates on reinforced concrete column [J]. Journal of Disaster Prevention and Mitigation Engineering, 2009, 29(6): 668―675. (in Chinese)
[26]
曾翔. 钢筋混凝土长柱快速轴心受压试验与模拟研究[J]. 工程力学, 2014, 31(4): 210―217. Xu Bin, Zeng Xiang. Experimental study and finite element analysis on the dynamic behavior of slender RC columns under concentric compressive rapid loadings [J]. Engineering Mechanics, 2014, 31(4): 210―217. (in Chinese)
[27]
B D, Park R, Priestley M J N. Stress-strain behavior of concrete confined by overlapping hoops at low and high strain rates [J]. ACI Journal Proceedings, 1982, 79(1): 13―27.
[28]
P, Sim J. Axial behavior of reinforced concrete columns under dynamic loads [J]. ACI Journal Proceedings, 1986, 83(6): 1018―1025.
[29]
L, Park R, Tanaka. H. Constitutive behavior of high-strength concrete under dynamic loads [J]. ACI Structural Journal, 2000, 97(4): 619―629.
318-08, Building code requirements for structural concrete (ACI 318-08) and commentary-An ACI standard [S]. 2008.
[32]
50010-2002, 混凝土结构设计规范[S]. 北京: 中国建筑工业出版社, 2002. GB 50010-2002, Code for design of concrete structures [S]. Beijing: China Architecture and Building Press, 2002. (in Chinese)
[33]
H S, Yang K H, Lee Y H, et al. Strength and ductility of laterally confined concrete columns [J]. Canadian Journal of Civil Engineering, 2002, 29(6): 820―830.
[34]
' geron F, Paultre P. Uniaxial confinement model for normal- and high-strength concrete columns [J]. Journal of Structural Engineering, 2003, 129(2): 241―252.
[35]
J B, Priestley M J N, Park R. Theoretical stress-strain model for confined concrete [J]. Journal of Structural Engineering, 1988, 114(8): 1804―1826.
[36]
J P, Cavanagh T. Confinement effectiveness of crossties in RC [J]. Journal of Structural Engineering, 1985, 111(10): 2105―2120.