Evaluation of Drift Demands in Vertically Irregular Steel Frames Under Mainshock–Aftershock Using Equivalent Single-Degree Freedom Methodology-Reference-Cited by-同舟云学术

Evaluation of Drift Demands in Vertically Irregular Steel Frames Under Mainshock–Aftershock Using Equivalent Single-Degree Freedom Methodology

Published:2022-07-08 Issue: Volume: Page:
ISSN:2523-3920
Container-title:Journal of Vibration Engineering & Technologies
language:en
Short-container-title:J. Vib. Eng. Technol.

Author:

Parekar Samyak D.,Datta Debarati

Publisher

Springer Science and Business Media LLC

Subject

Microbiology (medical),Immunology,Immunology and Allergy

Link

https://link.springer.com/content/pdf/10.1007/s42417-022-00608-7.pdf

Reference34 articles.

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

4. Azghandi RR, Shakib H, Zakersalehi M (2020) Numerical simulation of seismic collapse mechanisms of vertically irregular steel high-rise buildings. J Constr Steel Res 166:105914

5. Chintanapakdee C, Chopra AK (2004) Seismic response of vertically irregular frames: response history and modal pushover analyses. J Struct Eng 130(8):1177–1185

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