Nonlinear Buckling Analysis of H-Type Honeycombed Composite Column with Rectangular Concrete-Filled Steel Tube Flanges |
Ji, Jing
(Heilongjiang Key Laboratory of Disaster Prevention, Mitigation and Protection Engineering, College of Civil Engineering, Northeast Petroleum University)
Xu, Zhichao (Heilongjiang Key Laboratory of Disaster Prevention, Mitigation and Protection Engineering, College of Civil Engineering, Northeast Petroleum University) Jiang, Liangqin (Heilongjiang Key Laboratory of Disaster Prevention, Mitigation and Protection Engineering, College of Civil Engineering, Northeast Petroleum University) Yuan, Chaoqing (Heilongjiang Key Laboratory of Disaster Prevention, Mitigation and Protection Engineering, College of Civil Engineering, Northeast Petroleum University) Zhang, Yunfeng (Heilongjiang Key Laboratory of Disaster Prevention, Mitigation and Protection Engineering, College of Civil Engineering, Northeast Petroleum University) Zhou, Lijian (Heilongjiang Key Laboratory of Disaster Prevention, Mitigation and Protection Engineering, College of Civil Engineering, Northeast Petroleum University) Zhang, Shilong (Heilongjiang Key Laboratory of Disaster Prevention, Mitigation and Protection Engineering, College of Civil Engineering, Northeast Petroleum University) |
1 | ABAQUS Inc. (2006). ABAQUS analysis user s manual. Palo Alto:ABAQUS Inc. |
2 | BSEN1993-1-1. (2005). Eurocode 3: Design of steel structures-Part 1-1: General rules and rules for buildings. London: British Standards Institution. |
3 | Ellobody, E., & Ghazym, F. (2012). Experimental investigation of eccentrically loaded fibre reinforced concrete-filled stainless steel tubular columns. Journal of Constructional Steel Research, 76(2), 167-176. DOI |
4 | GB50010-2010. (2014). Code for design of concrete structures. Beijing:China Building Industry Press. |
5 | Han, L. H. (2016). Concrete-filled steel tubular structures: Theory and practice. Beijing: Science Press. (in Chinese). |
6 | Hassanein, M. F., & Silvestre, N. (2013). Lateral-distortional buckling of hollow tubular flange plate girders with slender unstiffened webs. Engineering Structures, 56(6), 572-584. DOI |
7 | James, M. G., & Barry, J. G. (2011). Strength of materials. Beijing:Machinery Industry Press. |
8 | Ji, J., Xu, Z. C., et al. (2017). Eigenvalue buckling analysis of H-type honeycombed composite column with rectangular concrete-filled steel tube flanges. Journal of Northeast Petroleum University, 41(1), 106-116. (in Chinese). |
9 | Ji, J., Zhang, W. F., et al. (2018). Finite element model based test and analysis on ACHC short columns and hoop coefficient. Cluster Computing, 21(1), 1-13. DOI |
10 | Lama, D., & Gardner, L. (2008). Structural design of stainless steel concrete filled columns. Journal of Constructional Steel Research, 64(11), 1275-1282. DOI |
11 | Li, W. (2011). Study on the seismic performance of circular concretefilled steel tubular column to steel beam joint with external diaphragm. Doctor Dissertation, Tsinghua University, Beijing (in Chinese). |
12 | Liang, W. F. (2016). Experimental research on global stability behavior of I-beams with top flange of rectangular concrete-filled steel tube. Master Dissertation, Northeast Petroleum University, Daqing (in Chinese). |
13 | Patton, M. L., & Singh, K. D. (2017). Buckling of fixed-ended concrete-filled steel columns under axial compression. International Journal of Steel Structures, 17(3), 1059-1071. DOI |
14 | Ren, Y. W. (2015). Experimental and theoretical investigation of bending behavior for rectangular steel tube flange beams. Master Dissertation, Northeast Petroleum University, Daqing (in Chinese). |
15 | Yang, Y., Zhou, J., et al. (2016). Experimental study on the compression of concrete filled steel tubular latticed columns with variable cross section. Steel & Composite Structures, 22(3), 663-675. DOI |
16 | Yu, Z. W., & Ding, F. X. (2003). Unified calculation method of compressive mechanical properties of concrete. Journal of Building Structures, 24(4), 41-46. |
17 | Zhang, Y. F. (2008). Global and local stability analysis of cellular beams. Master Dissertation, Central South University, Changsha (in Chinese). |
18 | Zheng, W. Z., & Ji, J. (2008a). Dynamic performance of angle-steel concrete columns under low cyclic loading-I: Experimental study. Earthquake Engineering and Engineering Vibration, 7(1), 67-75. DOI |
19 | Zhang, W. F., Liu, Y. C., et al. (2014). Analysis of dynamic behavior for truss cable structures. Steel & Composite Structures, 16(2), 117-133. DOI |
20 | Zhang, W. F., Liu, Y. C., et al. (2016). Lateral-torsional buckling analysis of cantilever beam with tip lateral elastic brace under uniform and concentrated load. International Journal of Steel Structures, 16(4), 1161-1173. DOI |
21 | Zheng, W. Z., & Ji, J. (2008b). Dynamic performance of angle-steel concrete columns under low cyclic loading-II: Parametric study. Earthquake Engineering and Engineering Vibration, 7(2), 137-146. DOI |
22 | Zhong, S. T. (2010). The concrete-filled steel tubular structures. Beijing:Tsinghua University Press. (in Chinese) |
23 | Zhou, T. (2012). Mechanical behavior and engineering application of special - shaped column composed of concrete - filled square steel tubes. Doctor Dissertation, Tianjin University, Tianjin (in Chinese) |
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