How to cite this paper
Gholami, M., Dorj, M., Beiranvand, P., Haghighatpour, P & Azamigilan, A. (2022). Comparison between structural configurations designed by steel shear wall, moment resistant frame and X shape bracing systems.Engineering Solid Mechanics, 10(2), 129-138.
Refrences
Abed, F., AlHamaydeh, M., & Abdalla, S. (2013). Experimental and numerical investigations of the compressive behaviour of concrete filled steel tubes (CFSTs). Journal of Constructional Steel Research, 80, 429-439.
Aschheim, M., Hernández-Montes, E., & Vamvatsikos, D. (2019). Design of reinforced concrete buildings for seismic performance: practical deterministic and probabilistic approaches. CRC Press.
ASL, M. H., & Safarkhani, M. (2017). Seismic behaviour of steel plate shear wall with reduced boundary beam section. Thin-Walled Structures, 116, 169-179.
Astaneh-Asl, A., & Zhao, Q. (2002, April). Cyclic behaviour of steel shear wall systems. In Annual Stability Conference (pp. 18015-3191). Seattle: Structural Stability Research Council.
Berman, J. W., & Bruneau, M. (2005). Experimental investigation of light-gauge steel plate shear walls. Journal of Structural Engineering, 131(2), 259-267.
Chan, R., Albermani, F., & Kitipornchai, S. (2011). Stiffness and strength of perforated steel plate shear wall. Procedia Engineering, 14, 675-679.
Choi, S. M., Kang, S. B., & Kim, D. J. (2003). Hysteresis performance of CFT columns subjected to low axial force and cyclic lateral loads. Journal of Korean Society of Steel Construction, 15(2), 207-217.
Chung, K., Chung, J., & Choi, S. (2007). Prediction of pre-and post-peak behaviour of concrete-filled square steel tube columns under cyclic loads using fiber element method. Thin-walled structures, 45(9), 747-758.
Deylami, A., & Daftari, H. (2000). Non-Linear. Behaviour of Steel Plate Shear Wall with Large Rectangular Opening. In Proceedings of the 12th World Conference on Earthquake Engineering (pp. 1-7).
HAYASHI, N. (1995). Shear Flexural Behaviour of Concrete-Filled Square Steel Tubular Columns Using High Strength Materials. In Proceedings of 4th Pacific Structural Steel Conference, Steel-Concrete Composite Structures (pp. 13-20).
He, W. H., Xiao, Y., Guo, Y. R., & Fan, Y. L. (2013). Pseudo-dynamic testing of hybrid frame with steel beams bolted to CFT columns. Journal of Constructional Steel Research, 88, 123-133.
Hitaka, T., & Matsui, C. (2003). Experimental study on steel shear wall with slits. Journal of Structural Engineering, 129(5), 586-595.
Hosseinzadeh, S. A. A., & Tehranizadeh, M. (2012). Introduction of stiffened large rectangular openings in steel plate shear walls. Journal of Constructional Steel Research, 77, 180-192.
Kent, D. C., & Park, R. (1971). Flexural members with confined concrete. Journal of the structural division, 97(7), 1969-1990.
Kharrazi, M. H., Prion, H. G., & Ventura, C. E. (2008). Implementation of M-PFI method in design of steel plate walls. Journal of Constructional steel research, 64(4), 465-479.
Li, C. H., Tsai, K. C., Huang, H. Y., Tsai, C. Y., & Lin, C. H. (2014, July). Experimental investigations on steel plate shear walls using box columns with or without infill concrete. In Proceeding of the 10th National Conference in Earthquake Engineering, Earthquake Engineering Research Institute, Anchorage, AK.
Matsui, C., Tsuda, K., Kawano, A., & Fujinaga, T. (1998). Structural performance and axial load limit of concrete filled steel circular tubular columns; Concrete juten enkei kokanchu no kozo seino to jukuryoku seigenchi. Nippon Kenchiku Gakkai Kozo-kei Ronbunshu.
Nakahara, H., Ninakawa, T., & Sakino, K. (2003). Cyclic bending behaviour of concrete filled steel tubular columns under constant gravity load. Journal of Structuctral and Construction Engineering, 568, 6.
Nie, J. G., Zhu, L., Fan, J. S., & Mo, Y. L. (2013). Lateral resistance capacity of stiffened steel plate shear walls. Thin-Walled Structures, 67, 155-167.
Sabelli, R., & Bruneau, M. (2007). Steel plate shear walls (AISC design guide). American Institute of Steel Construction, Inc., Chicago, Illinois.
SAP2000 Version 14.2 [Computer software]. Computer and Structures, Berkeley, CA.
Standard No. 2800, Iranian Code of Practice for Seismic Resistant Design of Buildings, Ministry of Housing and Urban Development of Iran, Tehran, Iran, 4rd edition, 2015.
Tromposch, E. W., & Kulak, G. L. (1987). Cyclic and static behaviour of thin panel steel plate shear walls.
Vian, D. (2005). Steel plate shear walls for seismic design and retrofit of building structures. State University of New York at Buffalo.
Wagner, H. (1931). Flat sheet metal girders with very thin metal web. Part III: sheet metal girders with spars resistant to bending-the stress in uprights-diagonal tension fields (No. NACA-TM-606).
Wang, M., Yang, W., Shi, Y., & Xu, J. (2015). Seismic behaviours of steel plate shear wall structures with construction details and materials. Journal of Constructional Steel Research, 107, 194-210.
Wang, Y. T., CAI, J., & Long, Y. L. (2017). Hysteretic behaviour of square CFT columns with binding bars. Journal of Constructional Steel Research, 131, 162-175.
Zhang, J. W., Cao, W. L., Dong, H. Y., & Li, G. (2011). Experimental study on seismic performance of mid-rise composite shear walls with CFT columns and embedded steel plate. In Advanced Materials Research (Vol. 163, pp. 2274-2284). Trans Tech Publications Ltd.
Zhang, Y., Xu, C., & Lu, X. (2007). Experimental study of hysteretic behaviour for concrete-filled square thin-walled steel tubular columns. Journal of Constructional Steel Research, 63(3), 317-325.
Aschheim, M., Hernández-Montes, E., & Vamvatsikos, D. (2019). Design of reinforced concrete buildings for seismic performance: practical deterministic and probabilistic approaches. CRC Press.
ASL, M. H., & Safarkhani, M. (2017). Seismic behaviour of steel plate shear wall with reduced boundary beam section. Thin-Walled Structures, 116, 169-179.
Astaneh-Asl, A., & Zhao, Q. (2002, April). Cyclic behaviour of steel shear wall systems. In Annual Stability Conference (pp. 18015-3191). Seattle: Structural Stability Research Council.
Berman, J. W., & Bruneau, M. (2005). Experimental investigation of light-gauge steel plate shear walls. Journal of Structural Engineering, 131(2), 259-267.
Chan, R., Albermani, F., & Kitipornchai, S. (2011). Stiffness and strength of perforated steel plate shear wall. Procedia Engineering, 14, 675-679.
Choi, S. M., Kang, S. B., & Kim, D. J. (2003). Hysteresis performance of CFT columns subjected to low axial force and cyclic lateral loads. Journal of Korean Society of Steel Construction, 15(2), 207-217.
Chung, K., Chung, J., & Choi, S. (2007). Prediction of pre-and post-peak behaviour of concrete-filled square steel tube columns under cyclic loads using fiber element method. Thin-walled structures, 45(9), 747-758.
Deylami, A., & Daftari, H. (2000). Non-Linear. Behaviour of Steel Plate Shear Wall with Large Rectangular Opening. In Proceedings of the 12th World Conference on Earthquake Engineering (pp. 1-7).
HAYASHI, N. (1995). Shear Flexural Behaviour of Concrete-Filled Square Steel Tubular Columns Using High Strength Materials. In Proceedings of 4th Pacific Structural Steel Conference, Steel-Concrete Composite Structures (pp. 13-20).
He, W. H., Xiao, Y., Guo, Y. R., & Fan, Y. L. (2013). Pseudo-dynamic testing of hybrid frame with steel beams bolted to CFT columns. Journal of Constructional Steel Research, 88, 123-133.
Hitaka, T., & Matsui, C. (2003). Experimental study on steel shear wall with slits. Journal of Structural Engineering, 129(5), 586-595.
Hosseinzadeh, S. A. A., & Tehranizadeh, M. (2012). Introduction of stiffened large rectangular openings in steel plate shear walls. Journal of Constructional Steel Research, 77, 180-192.
Kent, D. C., & Park, R. (1971). Flexural members with confined concrete. Journal of the structural division, 97(7), 1969-1990.
Kharrazi, M. H., Prion, H. G., & Ventura, C. E. (2008). Implementation of M-PFI method in design of steel plate walls. Journal of Constructional steel research, 64(4), 465-479.
Li, C. H., Tsai, K. C., Huang, H. Y., Tsai, C. Y., & Lin, C. H. (2014, July). Experimental investigations on steel plate shear walls using box columns with or without infill concrete. In Proceeding of the 10th National Conference in Earthquake Engineering, Earthquake Engineering Research Institute, Anchorage, AK.
Matsui, C., Tsuda, K., Kawano, A., & Fujinaga, T. (1998). Structural performance and axial load limit of concrete filled steel circular tubular columns; Concrete juten enkei kokanchu no kozo seino to jukuryoku seigenchi. Nippon Kenchiku Gakkai Kozo-kei Ronbunshu.
Nakahara, H., Ninakawa, T., & Sakino, K. (2003). Cyclic bending behaviour of concrete filled steel tubular columns under constant gravity load. Journal of Structuctral and Construction Engineering, 568, 6.
Nie, J. G., Zhu, L., Fan, J. S., & Mo, Y. L. (2013). Lateral resistance capacity of stiffened steel plate shear walls. Thin-Walled Structures, 67, 155-167.
Sabelli, R., & Bruneau, M. (2007). Steel plate shear walls (AISC design guide). American Institute of Steel Construction, Inc., Chicago, Illinois.
SAP2000 Version 14.2 [Computer software]. Computer and Structures, Berkeley, CA.
Standard No. 2800, Iranian Code of Practice for Seismic Resistant Design of Buildings, Ministry of Housing and Urban Development of Iran, Tehran, Iran, 4rd edition, 2015.
Tromposch, E. W., & Kulak, G. L. (1987). Cyclic and static behaviour of thin panel steel plate shear walls.
Vian, D. (2005). Steel plate shear walls for seismic design and retrofit of building structures. State University of New York at Buffalo.
Wagner, H. (1931). Flat sheet metal girders with very thin metal web. Part III: sheet metal girders with spars resistant to bending-the stress in uprights-diagonal tension fields (No. NACA-TM-606).
Wang, M., Yang, W., Shi, Y., & Xu, J. (2015). Seismic behaviours of steel plate shear wall structures with construction details and materials. Journal of Constructional Steel Research, 107, 194-210.
Wang, Y. T., CAI, J., & Long, Y. L. (2017). Hysteretic behaviour of square CFT columns with binding bars. Journal of Constructional Steel Research, 131, 162-175.
Zhang, J. W., Cao, W. L., Dong, H. Y., & Li, G. (2011). Experimental study on seismic performance of mid-rise composite shear walls with CFT columns and embedded steel plate. In Advanced Materials Research (Vol. 163, pp. 2274-2284). Trans Tech Publications Ltd.
Zhang, Y., Xu, C., & Lu, X. (2007). Experimental study of hysteretic behaviour for concrete-filled square thin-walled steel tubular columns. Journal of Constructional Steel Research, 63(3), 317-325.