A Novel Structure-Pulse Coupled Model for Quantifying the Column Ductility Demand under Pulse-Like GMs
A novel model is constructed to investigate the coupling effect of pulse period (T p ) and peak pulse velocity (V p ) on structural demands with the varied fundamental period (T 1 ) under pulse-like ground motions. The Gaussian function is proposed to quantitatively describe the bell-shape curve of...
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Published in | Journal of earthquake engineering : JEE Vol. 26; no. 15; pp. 8185 - 8203 |
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Main Authors | , , , |
Format | Journal Article |
Language | English |
Published |
Abingdon
Taylor & Francis
18.11.2022
Taylor & Francis Ltd |
Subjects | |
Online Access | Get full text |
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