Seismic Evaluation of Vertically Irregular Steel Moment-Resisting Frames Under Mainshock–Aftershock Vibration

Author:

Parekar Samyak D.,Datta Debarati

Publisher

Springer Science and Business Media LLC

Reference38 articles.

1. Abdollahzadeh G, Mohammadgholipour A, Omranian E (2017) Seismic evaluation of steel moment frames under Mainshock–aftershock sequence designed by elastic design and PBPD methods. J EarthqEng 23(10):1605–1628

2. Al-Ali AAK, Krawinkler H (1998) Effects of vertical irregularities on seismic behavior of building structures. Report No. 130, John A. Blume Earthquake Engineering Center, Stanford University, Stanford, CA

3. Amadio C, Fragiacomo M, Rajgelj S (2003) The effects of repeated earthquake ground motions on the non-linear response of SDOF systems. EarthqEng and StructDyn 32(2):291–308

4. ASCE/SEI 7-16 (2017) Minimum design loads for buildings and other structures. SEI, Reston, Virginia

5. Aschheim M, Black E (1999) Effects of prior earthquake damage on response of simple stiffness-degrading structures. EarthqSpect 15(1):1–24

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