@article{(Open Science Index):https://publications.waset.org/pdf/10013126,
	  title     = {The Effects of System Change on Buildings Equipped with Structural Systems with the Sandwich Composite Wall with J-Hook Connectors and Reinforced Concrete Shear Walls},
	  author    = {Majid Saaly and  Shahriar Tavousi Tafreshi and  Mehdi Nazari Afshar},
	  country	= {},
	  institution	= {},
	  abstract     = {The sandwich composite walls (SCSSC) have more ductility and energy dissipation than conventional reinforced concrete shear walls. SCSSCs have acceptable compressive, shear, in-plane bending, and out-of-plane bending capacities. The use of sandwich-composite walls with J-hook connectors has a significant effect on energy dissipation and reduction of dynamic responses of mid-rise and high-rise structural models. In this paper, incremental dynamic analyses for 10- and 15-story steel structures were performed under seven far-faults by OpenSees. The demand values of 10- and 15-story models are reduced by up to 32% and 45%, respectively, while the structural system change from shear walls (SW) to SCSSC.},
	    journal   = {International Journal of Civil and Environmental Engineering},
	  volume    = {17},
	  number    = {6},
	  year      = {2023},
	  pages     = {248 - 253},
	  ee        = {https://publications.waset.org/pdf/10013126},
	  url   	= {https://publications.waset.org/vol/198},
	  bibsource = {https://publications.waset.org/},
	  issn  	= {eISSN: 1307-6892},
	  publisher = {World Academy of Science, Engineering and Technology},
	  index 	= {Open Science Index 198, 2023},
	}