پیوندهای مفید
آمار
| تعداد نشریات | 21 |
| تعداد شماره‌ها | 652 |
| تعداد مقالات | 9,519 |
| تعداد مشاهده مقاله | 68,409,906 |
| تعداد دریافت فایل اصل مقاله | 47,890,054 |
Compressive Strength of Confined Concrete in CCFST Columns | ||
| Journal of Rehabilitation in Civil Engineering | ||
| مقاله 8، دوره 2، شماره 1 - شماره پیاپی 3، اردیبهشت 2014، صفحه 106-113 اصل مقاله (1.07 M) | ||
| شناسه دیجیتال (DOI): 10.22075/jrce.2014.12 | ||
| نویسندگان | ||
| Ali Kheyroddin1؛ Hosein Naderpour* 2؛ Masoud Ahmadi3 | ||
| 1Professor, Faculty of Civil Engineering, Semnan University, Semnan, Iran | ||
| 2Assistant Professor, Faculty of Civil Engineering, Semnan University, Semnan, Iran | ||
| 3M.Sc., Faculty of Civil Engineering, Semnan University, Semnan, Iran | ||
| تاریخ دریافت: 27 مرداد 1391، تاریخ بازنگری: 01 تیر 1392، تاریخ پذیرش: 29 اردیبهشت 1392 | ||
| چکیده | ||
| This paper presents a new model for predicting the compressive strength of steel-confined concrete on circular concrete filled steel tube (CCFST) stub columns under axial loading condition based on Artificial Neural Networks (ANNs) by using a large wide of experimental investigations. The input parameters were selected based on past studies such as outer diameter of column, compressive strength of unconfined concrete, length of column, wall thickness and tensile yield stress of steel tube. After the learning step, the neural network can be extracted the relationships between the input variables and output parameters. The criteria for stopping the training of the networks are Regression values and Mean Square Error. After constructing networks with constant input neurons but with different number of hidden-layer neurons, the best network was selected. The neural network results are compared with the existing models which showed the results are in good agreement with experiments. | ||
| کلیدواژه‌ها | ||
| CCFST Columns؛ Artificial Neural Network؛ Confined Concrete | ||
| مراجع | ||
|
[1] Kheyroddin, A., Naderpour, H., Ahmadi, M. (2013). “Performance of circular concrete filled steel tube members subjected to axial loading”. Proceedings of the Fourth International Conference on Concrete & Development, Tehran, Iran. [2] Ding, F.X., Yu, Z.W., Gong, Y.Z. (2011). “Elasto-plastic analysis of circular concrete-filled stub columns”. Journal of Constructional Steel Research, Vol. 67, pp. 1567-77. [3] Hatzigeorgiou, G.D. (2008). “Numerical model for the behavior and capacity of circular CFT columns, Part II: Verification and extension”. Journal of Engineering Structures, Vol. 30, pp. 1579-89. [4] Susantha, K., Hanbin, G., Usami, T. (2001). “Uniaxial stress-strain relationship of concrete confined by various shaped steel”. Journal of Engineering Structures, Vol. 23, pp. 1331-47. [5] Hu, H., Huang, C., Wu, M., Wu, Y. (2003). “Nonlinear analysis of axially loaded concrete-filled tube columns with confinement effect”. Journal of Structural Engineering, Vol. 129, pp. 1322-1329. [6] Hu, Y.H., Hwang, J. (2001). “Handbook of neural network signal processing”. CRC Press, USA. [7] Demuth, H. Beale, M., Hagan, M. (2009). “Neural network toolbox 6: User’s Guide”. Version 6.0.2. Mathworks, Inc. [8] Gardner, N.J., Jacobson, E.R. (1967). “Structural behavior of concrete filled steel tubes”. Journal of the American Concrete Institute, Vol. 64, pp. 404-413. [9] Gardner, N.J. (1968). “Use of spiral welded steel tubes in pipe columns”. Journal of American Concrete Institute, Vol. 65, pp. 937-942. [10] Knowles, R.B., Park, R. (1969). “Strength of concrete filled steel tubular columns”. Journal of Structural Division, Vol. 95, pp. 2565-2587. [11] Zhanshuan, C.S.J. (1984). “Behavior and ultimate strength of short concrete-filled steel tubular columns”. Journal of Building Structures, China Academy of Building Research. [12] Kitada, T., Yoshida, Y., Nakai, H. (1987). “Fundamental study on elastoplastic behavior of concrete encased steel short tubular columns”. Memoirs of the Faculty of Engineering, Osaka City University, Osaka, Japan, Vol. 28, pp. 237-253. [13] Tomii, M., Xiao, Y., Sakino, K. (1988). “Experimental study on the properties of concrete confined in circular steel tube”. Proceedings of the International Specialty Conference on Concrete Filled Steel Tubular Structures, Harbin, China, pp. 24-30. [14] Tsuji, B., Nakashima, M., Morita, S. (1991). “Axial compression behavior of concrete filled circular steel tubes”. Proceedings of the Third International Conference on Steel-Concrete Composite Structures, Wakabayashi, M (ed.), Fukuoka, Japan, Association for International Cooperation and Research in Steel-Concrete Composite Structures, pp. 19-24. [15] Luksha, L.K., Nesterovich, A.P. (1991). “Strength testing of large-diameter concrete filled steel tubular members”. Proceedings of the Third International Conference on Steel-Concrete Composite Structures, Wakabayashi, M. (ed.), Fukuoka, Japan, Association for International Cooperation and Research in Steel-Concrete Composite Structures, pp. 67-72. [16] Sakino, K., Hayashi, H. (1991). “Behavior of concrete filled steel tubular stub columns under concentric loading”. Proceedings of the Third International Conference on Steel-Concrete Composite Structures, Wakabayashi, M. (ed.), Fukuoka, Japan, Association for International Cooperation and Research in Steel- Concrete Composite Structures, pp. 25-30. [17] O’Shea, M.D., Bridge, R.Q. (2000). “Design of circular thin-walled concrete-filled steel tubes”. Journal of Structural Engineering, Vol. 126, pp. 1295-1303. [18] Kang, H.S., Lim, S.H., Moon, T.S. (2002). “Behavior of CFT stub columns filled with PCC on concentrically compressive load”. Journal of the Architectural Institute of Korea, Vol. 18, pp. 21-28. [19] Giakoumelis, G., Lam, D. (2004). “Axial capacity of circular concrete-filled tube columns”. Journal of Constructional Steel Research, Vol. 60, pp. 1049-1068. [20] Han, L.H., Yao, G.H. (2003). “Behavior of concrete-filled hollow structural steel (HSS) columns with pre-load on the steel tubes”. Journal of Constructional Steel Research, Vol. 59, pp. 1455-1475. [21] Han, L.H., Yao, G.H. (2003). “Influence of concrete compaction on the strength of concrete-filled steel RHS columns”. Journal of Constructional Steel Research, Vol. 59, No. 6, pp. 751-767. [22] Naderpour, H., Kheyroddin A., Ghodrati Amiri, G. (2010). Prediction of FRP-Confined Compressive Strength of Concrete Using Artificial Neural Networks, Composite Structures (Elsevier), Vol. 92, pp. 2817–2829. [23] Kheyroddin, A., Naderpour, H., (2008). “Nonlinear finite element analysis of composite RC shear walls”. Iranian Journal of Science & Technology, Volume 32, No. B2, pp. 79-89. [24] Kheyroddin, A., Hoseini Vaez, S.R., and Naderpour, H. (2008). “Numerical Analysis of Slab-Column Connections Strengthened with Carbon Fiber Reinforced Polymers”, Journal of Applied Sciences, Volume 8, No 2, pp. 420-431. [25] Kheyroddin, A., Naderpour, H. (2007). “Plastic Hinge Rotation Capacity of Reinforced Concrete Beams”, International Journal of Civil Engineering (IJCE), Volume 5, No.1. [26] Naderpour, H., Kheyroddin A., Ghodrati Amiri, G. (2010). “Prediction of FRP-Confined Compressive Strength of Concrete Using Artificial Neural Networks”, Composite Structures (Elsevier), Vol. 92, pp. 2817–2829. [27] Sakino, K., Nakahara, H., Morino, S., Nishiyama, I. (2004). “Behavior of centrally loaded concrete-filled steel-tube short columns”. Journal of Structural Engineering, Vol. 130, pp. 180-188. [28] Zeghiche, J., Chaoui, K. (2005). “An experimental behavior of concrete-filled steel tubular columns”. Journal of Constructional Steel Research, Vol. 61, No. 1, pp. 53-66. [29] Oliveira, W.L.A. (2008). “Theoretical-experimental analysis of circular concrete filled steel columns”. Doctoral thesis. São Carlos School of Engineering, University of São Paulo. [30] Uy, B., Tao, Z., Han, L.H. (2011). “Behavior of short and slender concrete-filled stainless steel tubular columns”. Journal of Constructional Steel Research, Vol. 67, pp. 360-378. [31] Denavit, M.D., Hajjar, J.F. (2010). “Nonlinear seismic analysis of circular concrete-filled steel tube members and frames”. Report No. NSEL-023, Newmark Structural Laboratory Report Series (ISSN 1940-9826), Department of Civil and Environmental Engineering, University of Illinois at Urbana-Champaign, Urbana, Illinois, March. | ||
|
آمار تعداد مشاهده مقاله: 8,856 تعداد دریافت فایل اصل مقاله: 5,535 |
||