Parametric study on seismic behavior of steel frame buildings subjected to different ground motions

Author:

Pujari Atul B.,Waghmare Sakshi Satish

Publisher

Springer Science and Business Media LLC

Reference32 articles.

1. Baker, J. W., & Bradley, B. A. (2017). Intensity measure correlations observed in the NGA-West2 database, and dependence of correlations on rupture and site parameters. Earthquake Spectra, 33(1), 145–156.

2. BIS, IS 1893a (Part 1). (2002). Criteria for earthquake resistant design of structures—Part 1 general provisions and buildings, (fifth revision). Bureau of Indian Standards.

3. BIS, IS 1893b (Part 1). (2016). Criteria for earthquake resistant design of structures—Part 1. General provisions and buildings, (sixth revision). Bureau of Indian Standards.

4. BIS, IS 800. (2007). Indian standard code for general construction in steel. Bureau of Indian Standards.

5. BIS, IS 875 Part (I, II, III, IV). (1987). Indian standard code of practice for design loads. Bureau of Indian Standards.

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