蒋欢军,吕西林.用一种墙体单元模型分析剪力墙结构[J].地震工程与工程振动,1998,18(3):40-48.JIANG Huan-jun,L(?) Xi-lin.Using a shear wall model to analyse shear wall structure[J].Earthquake Engineering and Engineering Vibration,1998,18(3):40-48.(in Chinese)
[2]
李国强,周向明.丁翔.钢筋混凝土剪力墙非线性动力分析模型[J].世界地震工程,2000,16(2):13-18.LI Guo-qiang,ZHOU Xiang-ming,DING Xiang.Models of reinforced concrete shear walls for nonlinear dynamic analysis [J].World Information on Earthquake Engineering,2000,16(2):13-18.(in Chinese)
[3]
蒋欢军,吕西林.一种宏观剪力墙单元模型应用研究[J].地震工程与工程振动,2003,23(1):38-43.JIANG Huan-jun,L(?) Xi-lin.Research on application of macroscopic shear wall model[J].Earthquake Engineering and Engineering Vibration,2003,23(1):38-43.(in Chinese)
[4]
李兵,李宏男.钢筋混凝土剪力墙弹塑形分析方法[J].地震工程与工程振动,2004,24(1):76-81.LI Bing,LI Hong-nan.Analytical method of elasto-plastic for R/C shear wall[J].Earthquake Engineering and Engineering Vibration,2004,24(1):76-81.(in Chinese)
[5]
卓幸福,蔡益燕.用墙板单元分析框架剪力墙结构[J].建筑结构学报。1992,13(3):29-42.ZHUO Xing-fu,CAI Yi-yan.Using wall-slab model to analyse frame-shear wall structure[J].Journal of Building Structures, 1992,13(3):29-42.(in Chinese)
[6]
HIRAISHI H.Evaluation of shear and flexural deformations of flexural type shear walls[J].Bull NZ Natl Soc Earthquake Eng,1983,17(2):135-144.
汪梦甫,周锡元.钢筋混凝土剪力墙多垂直杆非线性单元模型的改进及其应用[J].建筑结构学报,2002,23(1):38-57.WANG Meng-fu,ZHOU Xi-yuan.The improved parallel multi-component model for the nonlinear seismic response analysis of RC walls and its application[J].Journal of Building Structures,2002,23(1):38-57.(in Chinese)
[9]
曹万林,杨兴民,黄选明,等.钢筋混凝士带暗支撑一字形截面短肢剪力墙抗震性能试验研究[J].世界地震工程,2004,20(4):30-35.CAO Wan-lin,YANG Xing-min,HUANG Xuan-ming,et al.Experimental study on seismic performance of I-shaped short pier RC shear wall with concealed bracing[J].World Information on Earthquake Engineering,2004,20(4):30-35.(in Chinese)