Citation: | Li Zhining, Li Qingning, Zhang Hongtao. THE MODIFIEDMVLE MODEL BASING ON THE PARAMETRIC VARIATIONAL PRINCIPLE[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(4): 31-35. doi: 10.13204/j.gyjz200804009 |
罗时磊, 李青宁. 短肢剪力墙的剪滞效应及其影响分析, 西安建筑科技大学学报, 2003, 35(4) : 329-333
|
[2] 席少霖. 非线性最优化方法. 北京: 高等教育出版社, 1992: 247-261
|
[3] RonfaidM S L, Meger C. Analytical Model ing of Hysteretic Behavior of RPC Frames Journal of Structural Engineering. ASCE, 1987, 113(3) :429-444
|
[4] Otani S. Nonlinear Dynamic Analysis of Reinforced Concrete Building Structures. Canadian Journal of Civil Engineering, 1980, 7(2) : 333-444
|
[5] Vulcano A, Bertero V V, Colott i V. Analytical Modeling of RPC Structural WallsPPProcs 9th WCEE, 1988,VI: 41-46
|
[6] 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. 建筑结构学报, 2002, 23(1) : 38-42
|
[7] Vecchio F J, Collins M P. The Modified Compression-f ield Theory for Reinforced Concrete Elements Subjected t o shear, ACI journal, 1986(2) : 219-231
|
[8] 钟万勰, 张洪武, 吴承伟. 参变量变分原理及其在工程中的应用.北京: 科学出版社, 1997: 63-70
|
[9] 蒋欢军, 吕西林. 用一种墙体单元模型分析剪力墙结构. 地震工程与工程振动, 1998, 18(3) : 40-48
|
[10] Kabeyasawa, Shioara T H. Otanis S U S. Japan Cooperative Research on RPC Ful-l scale Building Tes-t part 5: Discussion on Dynamic Response SystemPPProcs 8th WCEE, 1984, 6: 627-634
|
[11] Shiral N, Sato T. Inelastic Analysis of Reinforced Concrete Shear Wall Structure-sMat erial Modeling of Reinforced Concret e. IABSE Collo, uium, Delft, 1981: 197-210
|
[12] Scott B D, Park R, Priestley M J N. Stress-St rain Behavior of Concret e Confined by Overlapping Hoops at Low andHigh Strain Rates.ACI Journal, 1982, 79(1) : 11-17
|
[13] 赵军, 李耕勤, 钱稼茹. 一种考虑截面翘曲的剪力墙宏模型. 地震工程与工程振动, 2003, 23(2) : 37-44
|