@article{(Open Science Index):https://publications.waset.org/pdf/10012481,
	  title     = {Ductility, Rμ, and Overstrength Factors for V Braced Reinforced Concrete Buildings},
	  author    = {Birendra Kumar Bohara},
	  country	= {},
	  institution	= {},
	  abstract     = {Steel bracings are used to improve the seismic behaviors of the structures. In this study, 8, 12 and 16 story reinforced concrete (RC) buildings with steel bracings are used in three base shear contributions (25%, 50% and 75%) in the columns. With the help of pushover analysis and capacity curves, the overstrength factors, ductility factors and ductility reduction factors are investigated for braced RC buildings. It is observed that when the base shear contribution in the columns increases the ductility reduction factor also increases. The results show that when the time period of the structures increases, the ductility reduction factors of the structures decrease. },
	    journal   = {International Journal of Structural and Construction Engineering},
	  volume    = {16},
	  number    = {3},
	  year      = {2022},
	  pages     = {101 - 105},
	  ee        = {https://publications.waset.org/pdf/10012481},
	  url   	= {https://publications.waset.org/vol/183},
	  bibsource = {https://publications.waset.org/},
	  issn  	= {eISSN: 1307-6892},
	  publisher = {World Academy of Science, Engineering and Technology},
	  index 	= {Open Science Index 183, 2022},
	}