钢筋混凝土框架-剪力墙结构拟三维非线性地震反应分析
|
摘要
将基于自平衡力的钢筋混凝土框架结构和剪力墙结构的非线性地震反应分析组合在一起，构成框架－剪力墙结构的二维非线性地震反应分析，然后在二维分析模型上加上横向框架梁的空间约束作用，给出了钢筋混凝土框架一剪力墙结构的拟三维非线性地震反应分析．最后用此拟三维分析方法对美日合作研究试验的结构进行了分析，评价了分析预测和试验的反应结果。
In this paper the nonlinear seismic response analysis of R/C frame structures and R/C shear wall structures based on the pattern of self-equilibrating stresses is combined to form the two-dimensional analysis of the R/C frame-shear wall structures. Then the spatial restraint ef- fects of the transverse beam are applied to the two-dimensional model to give the pseudo-three dimensional nonlinear seismic response analysis of the R/C frame-shear wall structures. Finally, the pseudo - three - dimensional analysis method is used to analyze the test structure of the U. S. -Japan Cooperative Research Program and the degree of correlation between analytically pre- dicted and experimented responses is assessed.
In this paper the nonlinear seismic response analysis of R/C frame structures and R/C shear wall structures based on the pattern of self-equilibrating stresses is combined to form the two-dimensional analysis of the R/C frame-shear wall structures. Then the spatial restraint ef- fects of the transverse beam are applied to the two-dimensional model to give the pseudo-three dimensional nonlinear seismic response analysis of the R/C frame-shear wall structures. Finally, the pseudo - three - dimensional analysis method is used to analyze the test structure of the U. S. -Japan Cooperative Research Program and the degree of correlation between analytically pre- dicted and experimented responses is assessed.
引文
[1]张令心,江近仁.基于自平衡力的弹塑性动力反应分析方法[J].地震工程与工程振动,1997,17(4):9-17
[2] Bertero V V, et al. Earthquake simulation tests and associated studies of al/5th-scale model of a 7-story reinforcedconcrete test structure[RI. Rept No. UCB/EERC-84/05. 1984.
[3]张令心,江近仁.结构非线性动力反应分析方法[A].哈尔滨建筑大学博士后建站十周年纪念论文集[C].哈尔滨:哈尔滨建筑大学, 1998,201-207.
[4]江近仁,孙景江,丁世文.轴向循环荷载下钢筋混凝土柱的试验研究[J].世界地震工程.1998.14(4):12-16.
[5] Otani S, et al. Analysis of the full-scale seven story reinforced concrete test structure[A]. Earthquake Effects on Rein-forcoed Concrete Structures[C]. U.S. -Japan Research, SP 84, ACI 1985.
[6] Vulcano, A, Bertero V V. Analytical model for predicting the lateral response of R/C shear walls, evaluation of theirreliability[R], Report No.UCB/EERC-87/19, 1987.
[7] Hwang H M, Jaw J W. Probability damage analysis of structure[J]. J. Struct. Engrg., 1990, 116(7): 1992-2007.
[8] Charney F A, Bertero V V. An evaluation of the design and analytical seismic response of a seven-story reinforced con-crete frame-wall structure[R]. Report No. UCB/EERC-82/08, 1982.
[2] Bertero V V, et al. Earthquake simulation tests and associated studies of al/5th-scale model of a 7-story reinforcedconcrete test structure[RI. Rept No. UCB/EERC-84/05. 1984.
[3]张令心,江近仁.结构非线性动力反应分析方法[A].哈尔滨建筑大学博士后建站十周年纪念论文集[C].哈尔滨:哈尔滨建筑大学, 1998,201-207.
[4]江近仁,孙景江,丁世文.轴向循环荷载下钢筋混凝土柱的试验研究[J].世界地震工程.1998.14(4):12-16.
[5] Otani S, et al. Analysis of the full-scale seven story reinforced concrete test structure[A]. Earthquake Effects on Rein-forcoed Concrete Structures[C]. U.S. -Japan Research, SP 84, ACI 1985.
[6] Vulcano, A, Bertero V V. Analytical model for predicting the lateral response of R/C shear walls, evaluation of theirreliability[R], Report No.UCB/EERC-87/19, 1987.
[7] Hwang H M, Jaw J W. Probability damage analysis of structure[J]. J. Struct. Engrg., 1990, 116(7): 1992-2007.
[8] Charney F A, Bertero V V. An evaluation of the design and analytical seismic response of a seven-story reinforced con-crete frame-wall structure[R]. Report No. UCB/EERC-82/08, 1982.
版权所有：© 2023 中国地质图书馆 中国地质调查局地学文献中心