Citation: | Wen Baojun, Liang Xingwen, Hou Lina. RESEARCH ON SHEAR CAPACITY OF YIELD HINGE REGIONS OF REINFORCED CONCRETE SHEAR WALL[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(12): 60-64. doi: 10.13204/j.gyjz200812016 |
[2] 康谷贻.1990CEB-FIP 模式规范(混凝土结构)有关内容介绍(四).建筑结构,1995(12):51-56;1996(2):53-57
|
白生翔.混凝土结构规范中受剪承载力计算方法综述.北京:中国建筑科学研究院建筑结构研究所,1999:7-13
|
[3] Ichinoae T.A Shear Design Equation for Ductility R/C Members.Earthquake Engineering and Structural Dynamics,1992,21(2):197-213
|
[4] Design Guidelines for Earthquake Resistant Reinforced Concrete Buildings Based on Ultimate Strength Concept.Architectural Institute of Japan,Tokyo:1990
|
[5] 复合受力课题组.混凝土构件受弯、剪、扭及复合受力状态的模型分析与试验研究.2000:7-9
|
[6] 王铁成.康谷贻.日本抗震指南钢筋混凝土构件抗剪强度的计算模型.建筑结构,2000,30(10):31-33
|
[7] 管品武,王建强,刘立新.反复荷载下混凝土框架柱塑性铰区基于延性的抗剪承载力机理分析.世界地震工程,2005,21(3):75-81
|