Mass irregularity effect on seismic response of moment‐resisting steel frame by nonlinear time history analysis using force analogy method
Author:
Affiliation:
1. Department of Civil Engineering Manipur Institute of Technology Imphal India
2. Department of Civil Engineering Indian Institute of Technology Guwahati Guwahati India
Publisher
Wiley
Subject
Building and Construction,Architecture,Civil and Structural Engineering
Link
https://onlinelibrary.wiley.com/doi/pdf/10.1002/tal.1823
Reference36 articles.
1. Seismic Design Aspects of Vertically Irregular Reinforced Concrete Buildings
2. Hysteretic energy response of steel moment-resisting frames with vertical mass irregularities
3. UBC.Uniform Building Code. Int. Conf. Build. Off. Whittier California 1997.
4. Evaluation of seismic behaviour of steel special moment frame buildings with vertical irregularities
5. Seismic Response of Building Frames with Vertical Structural Irregularities
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