How to cite this paper
Ashrafi, H & Beiranvand, P. (2016). Numerical study of shear wall behavior coupled with HPFRCC beam and diagonal reinforcements.Engineering Solid Mechanics, 4(2), 53-62.
Refrences
Bessason, B., & Thordur, S. (2002). Capacity and earthquake response analysis of RC-shear walls. Nordic Concrete Research Publications, 27, 1-14.
Canbolat, B. A., Parra-Montesinos, G. J., & Wight, J. K. (2005). Experimental study on seismic behavior of high-performance fiber-reinforced cement composite coupling beams. ACI Structural Journal, 102(1).
Khierudin, A. Fereidoon, A., & Mahzarnia, S. H. (2003). Calculation of pinned beam length and enhancement in coupled shear walls. 6th international civil engineering conference, Isfahan, Iran
Kim, H. S., & Lee, D. G. (2003). Analysis of shear wall with openings using super elements. Engineering Structures, 25(8), 981-991.
Lequesne, R., Setkit, M., Parra-Montesinos, G. J., & Wight, J. K. (2010). Seismic Detailing and Behavior of Coupling Beams with High-Performance Fiber-Reinforced Concrete. Special Publication, 272, 189-204.
Parra-Montesinos, G. J. (2005). High-performance fiber-reinforced cement composites: an alternative for seismic design of structures. ACI Structural Journal, 102(5), 668.
Paulay, T. (2002). The displacement capacity of reinforced concrete coupled walls. Engineering Structures, 24(9), 1165-1175.
Saffari, H., Qahramani, K. (2012). The study of steel arrangement in final strength and forming of reinforced coupled shear walls. Islamic Azad University, Kerman, Iran.
Shin, M., Gwon, S. W., Lee, K., Han, S. W., & Jo, Y. W. (2014). Effectiveness of high performance fiber-reinforced cement composites in slender coupling beams. Construction and Building Materials, 68, 476-490.
Setkit, M. (2012). Seismic behavior of slender coupling beams constructed with high-performance fiber-reinforced concrete (Doctoral dissertation, The University of Michigan).
Tjhin, T. N., Aschheim, M. A., & Wallace, J. W. (2007). Yield displacement-based seismic design of RC wall buildings. Engineering Structures, 29(11), 2946-2959.
Tran, T. K., & Kim, D. J. (2014). High strain rate effects on direct tensile behavior of high performance fiber reinforced cementitious composites. Cement and Concrete Composites, 45, 186-200.
Zhao, Z. Z., Kwan, A. K. H., & He, X. G. (2004). Nonlinear finite element analysis of deep reinforced concrete coupling beams. Engineering Structures, 26(1), 13-25.
Canbolat, B. A., Parra-Montesinos, G. J., & Wight, J. K. (2005). Experimental study on seismic behavior of high-performance fiber-reinforced cement composite coupling beams. ACI Structural Journal, 102(1).
Khierudin, A. Fereidoon, A., & Mahzarnia, S. H. (2003). Calculation of pinned beam length and enhancement in coupled shear walls. 6th international civil engineering conference, Isfahan, Iran
Kim, H. S., & Lee, D. G. (2003). Analysis of shear wall with openings using super elements. Engineering Structures, 25(8), 981-991.
Lequesne, R., Setkit, M., Parra-Montesinos, G. J., & Wight, J. K. (2010). Seismic Detailing and Behavior of Coupling Beams with High-Performance Fiber-Reinforced Concrete. Special Publication, 272, 189-204.
Parra-Montesinos, G. J. (2005). High-performance fiber-reinforced cement composites: an alternative for seismic design of structures. ACI Structural Journal, 102(5), 668.
Paulay, T. (2002). The displacement capacity of reinforced concrete coupled walls. Engineering Structures, 24(9), 1165-1175.
Saffari, H., Qahramani, K. (2012). The study of steel arrangement in final strength and forming of reinforced coupled shear walls. Islamic Azad University, Kerman, Iran.
Shin, M., Gwon, S. W., Lee, K., Han, S. W., & Jo, Y. W. (2014). Effectiveness of high performance fiber-reinforced cement composites in slender coupling beams. Construction and Building Materials, 68, 476-490.
Setkit, M. (2012). Seismic behavior of slender coupling beams constructed with high-performance fiber-reinforced concrete (Doctoral dissertation, The University of Michigan).
Tjhin, T. N., Aschheim, M. A., & Wallace, J. W. (2007). Yield displacement-based seismic design of RC wall buildings. Engineering Structures, 29(11), 2946-2959.
Tran, T. K., & Kim, D. J. (2014). High strain rate effects on direct tensile behavior of high performance fiber reinforced cementitious composites. Cement and Concrete Composites, 45, 186-200.
Zhao, Z. Z., Kwan, A. K. H., & He, X. G. (2004). Nonlinear finite element analysis of deep reinforced concrete coupling beams. Engineering Structures, 26(1), 13-25.