Mass irregularity effect on seismic response of moment‐resisting steel frame by nonlinear time history analysis using force analogy method
Author(s): |
Sukumar Singh Ningthoukhongjam
Konjengbam Darunkumar Singh |
---|---|
Medium: | journal article |
Language(s): | English |
Published in: | The Structural Design of Tall and Special Buildings, 10 February 2021, n. 2, v. 30 |
DOI: | 10.1002/tal.1823 |
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10506518 - Published on:
27/11/2020 - Last updated on:
27/11/2020