NUMERICAL SIMULATION OF COLLAPSE OF RC FRAME UNDER EARTHQUAKE LOADS

Zhang Yuhui; Zhao Zhonghu; Ju Yang

doi:10.13204/j.gyjz200403018

Volume 34 Issue 3

Dec. 2014

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Zhang Yuhui, Zhao Zhonghu, Ju Yang. NUMERICAL SIMULATION OF COLLAPSE OF RC FRAME UNDER EARTHQUAKE LOADS[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(3): 57-61,79. doi: 10.13204/j.gyjz200403018

Citation:

Zhang Yuhui, Zhao Zhonghu, Ju Yang. NUMERICAL SIMULATION OF COLLAPSE OF RC FRAME UNDER EARTHQUAKE LOADS[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(3): 57-61,79. doi: 10.13204/j.gyjz200403018

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NUMERICAL SIMULATION OF COLLAPSE OF RC FRAME UNDER EARTHQUAKE LOADS

doi: 10.13204/j.gyjz200403018

1.
Lab of Fracture &Damage Mechanics of Rocks &Concrete,China University of Mining &Technology Beijing 100083

Received Date: 2003-11-12
Publish Date: 2004-03-20

Abstract

Abstract

In this paper, the recent research on collapse mechanism, failure criterion and numerical simulation of RC frames under earthquake force is introduced, and the main problems and the development trend in the present research are also analyzed.
- RC,
- frame structure,
- collapse

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References(41)

References

[2] 郭子雄, 吕西林.高轴压比框架柱抗震性能试验研究.华侨大学学报, 1999, 20(3):258～263

张雷明, 刘西拉.框架结构倒塌分析中的几个问题.上海交通大学学报, 2001, 35(10):1?578～1?582

[3] 黄行松.钢筋混凝土框架在低周反复荷载下的受力性能研究.福建建筑, 2000(增刊):2～5

[4] 王震宇, 吴波, 林少书, 李惠, 黄玉龙.香港地区钢筋混凝土框架柱的抗震性能试验研究.哈尔滨建筑大学学报, 2001, 34(2):6～11

[5] 彭伟.钢筋混凝土框架短柱抗震性能的试验研究.成都科技大学学报, 1996(1):54～58

[6] 杜宏彪.双向压弯钢筋混凝土柱的抗震性能.哈尔滨建筑大学学报, 1999, 32(4):47～52

[7] 李军旗.钢筋混凝土构件双向循环往复加载试验及分析.兰州铁道学院学报, 2002, 19(1):13～16

[8] Lai S S, Will G T, Otani S.Model for Inelastic Biaxial Bending of Concrete Members. J.Structural Engineering, ASCE, 1984, 110(11):2?563～2?584

[9] Li K N.Nonlinear.In: Earthquake Response of Space Frame with Triaxial Interaction.In:Earthquake Resistance of Reinforced Concrete Structures-A Volume. Tokyo:University of Tokyo Press, 1993, 9.441～452

[10] Ambrisi A D, Filippou F C.Modeling of Cyclic Shear Behavior in RC Members J.Structural Engineering, ASCE, 1999, 125(10):1?143～1?150

[11] Miramonte D, Merabet O, Reynouark J M.Beam Global Model for the Seismic Analysis of RC Frames.Earthquake Engineering and Structural Dynamics, 1996, 25(7):671～688

[12] 薛伟辰, 周氏, 吕志涛.混凝土杆系结构滞回全过程分析.工程力学, 1996, 13(3):8～16

[13] 杜宏彪, 沈聚敏.在任意加载路线下双轴弯曲钢筋混凝土柱的非线性分析.地震工程与工程振动, 1990, 10(3):41～55

[14] Roufaiel M S L, Meyer C.Analytical Modeling of Hysteretic Behavior of RC Frames.J.Structural Engineering, ASCE, 1987, 113(3):429～444

[15] 顾祥林, 张誉.多层大开间结构体系及其抗震性能研究.土木工程学报, 1998, 31(5):15～23

[16] 汪梦甫.高层建筑结构非线性地震反应分析.见:中国力学学会第二届青年学术讨论会论文集.中国力学学会, 1990

[17] 冯仲齐, 梅占馨.钢筋混凝土框架杆件弹塑性动力分析模型的改进.应用力学学报, 2001, 18(4):50～55

[18] 汪梦甫.钢筋混凝土框剪结构非线性地震反应分析.工程力学, 1999, 16(4):136～143

[19] 柳炳康, 黄慎江, 周安等.钢筋混凝土框架梁柱偏心节点抗震性能的试验研究.建筑结构学报, 1999, 20(5):50～58

[20] 卞国炎, 周昌农.钢筋混凝土框架梁柱偏心外节点抗震性能的试验研究.安徽建筑, 1998(5):53～54

[21] 傅剑平, 白绍良, 王峥, 等.考虑轴压比影响的钢筋混凝土框架内节点抗震性能试验研究.重庆建筑大学学报, 2000, 22(增刊):60～66

[22] 杜宏彪, 沈聚敏.空间钢筋混凝土框架结构模型的振动台试验研究.建筑结构学报, 1995, 16(1):60～69

[23] 顾祥林, 孙飞飞.混凝土结构的计算机仿真.上海:同济大学出版社, 2002

[24] 冯世平.钢筋混凝土框架结构屈服后性能的研究:[博士学位论文].北京:清华大学, 1985

[25] 刘春明.钢筋混凝土框架结构倒塌分析:[硕士学位论文].北京:清华大学, 1991

[26] 倪强.钢筋混凝土框架结构地震倒塌机理的集成计算机仿真系统研究:[博士学位论文].武汉:华中理工大学, 1999

[27] 魏琏, 等.钢筋混凝土框架结构地震破坏机理探讨.工程抗震, 1998(1):3～5

[28] 徐培福, 肖从真.高层建筑混凝土结构的稳定设计.建筑结构, 2001, 31(8):69～72

[29] 杜修力.钢筋混凝土房屋结构弹塑性地震反应分析文献综述.世界地震工程, 1990(4):1～7

[30] Park Y J, Ang A H S, Wen Y K.Seismic Damage Analysis of Reinforce Concrete Buildings.J.Structure Engineering, ASCE, 1985, 111(4):740～756

[31] Usami T, Kumar Satish.Damage Evaluation in Steel Box Columns by Pseudo-Dynamic Tests.J.Structure Engineering, ASCE, 1995

[32] 李军旗, 赵世春.钢筋混凝土构件损伤模型.兰州铁道学院学报(自然科学版), 2000, 19(3):25～27

[33] 李贤兴.钢筋混凝土空间结构的地震损伤评估.见:结构工程科学发展青年专家研讨会论文集.哈尔滨:国家自然科学基金委员会, 1992.165～174

[34] 刘伯权, 刘鸣, 白绍良.钢筋混凝土柱的破坏与能量吸收.地震工程与工程振动, 1998, 14(1):17～21

[35] Bannon H, Biggs J M.Seismic Damage in Reinforced Concrete Frames.J.Structure Engineering, ASCE, 1981, 107(9)

[36] 焦双健, 魏巍, 冯启民.钢筋混凝土框架地震破坏研究综述.世界地震工程, 2000, 16(4):42～46

[37] Park Y J, et al.IDARC:Inelastic Damage Analysis of Reinforced Concrete Frame Shall Wall Structures NCEER-87-0008, SUNY, USA, 1987

[38] Li K N.Canny-C, A Computer Program for 3D Non-Linear Dynamic Analysis of Building Structures.Report No.004, National University of Singapore, 1993

[39] 秦东, 范立础.钢筋混凝土结构倒塌全过程数值模拟.同济大学学报, 2001, 29(1):80～83

[40] 焦双健, 冯启民, 付长文.钢筋混凝土框架结构地震破坏的计算机模拟方法.地震工程与工程振动, 2002, 22(2):54～59

[41] 程纬, 孙利民, 范立础.ANSYS二次开发功能及其在双层高架桥墩地震倒塌仿真分析中的应用.计算机工程与应用, 2002, 38(13):208～209

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