Citation: | Zhang Lan. NONLINEAR ANALYSIS OF CONCRETE-FILLED SQUARE STEEL TUBULAR BEAM-COLUMN SECTIONS UNDER BENDING AND AXIAL LOAD[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(5): 132-136,143. doi: 10.13204/j.gyjz201305028 |
张国伟.钢管混凝土柱在地震作用下的累积损伤性能研究[D].长沙:湖南大学,2009.
|
[2] 刘界鹏,张素梅.方钢管混凝土压弯构件截面弯矩-曲率滞回性能研究[J].哈尔滨工业大学学报,2003,35(8):151-154.
|
[3] Ahmed Elremaily,Atorod Azizinamini. Behavior and Strength of Circular Concrete-Filled Tube Columns [J]. Journal of?Construction Steel Research,2002(12):1567-1591.
|
[4] 韩林海.钢管混凝土结构理论与实践[M].2版.北京:科学出版社,2007.
|
[5] 韩林海,钟善桐.利用内时理论描述钢管混凝土在复杂受力状态下核心混凝土的本构关系[J].哈尔滨建筑工程学院学报,1993,26(2):48-54.
|
[6] Sakino K,Sun Y. Stress-Strain Curve of Concrete Confined by?Rectilinear Hoop[J]. Journal of Structural Construction?Engineering of AIJ,1994,461(7):95-104.
|
[7] Shams M,Saadeghvaziri M A. Nonlinear Response of ConcreteFilled Steel Tubular Columns Under Axial Loading [ J]. ACI?Structural Journal,1999,96(6):1009-1017.
|
[8] 陶忠.方钢管混凝土构件力学性能若干关键问题的研究[D].哈尔滨:哈尔滨工业大学,2001.
|
[9] 沈聚敏,王传志,江见鲸.钢筋混凝土有限元与板壳极限分析[M].北京:清华大学出版社,1993.
|
[10] 王文达,韩林海,陶忠.钢管混凝土柱-钢梁平面框架抗震性能的试验研究[J].建筑结构学报,2006,27(3):48-58
|
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