On the aftershock polarity to assess residual displacement demands
Author:
Publisher
Elsevier BV
Subject
Soil Science,Geotechnical Engineering and Engineering Geology,Civil and Structural Engineering
Reference22 articles.
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2. The ductility-based strength reduction factor for the mainshock–aftershock sequence-type ground motions;Zhai;Bull Earthq Eng,2015
3. Residual displacement ratios of structures under mainshock-aftershock sequences;Amiri;Soil Dynam Earthq Eng,2019
4. Period elongation of deteriorating structures under mainshock-aftershock sequences;Di Sarno;Eng Struct,2019
5. Effects of incident angles of earthquake sequences on seismic demands of structures;Di Sarno;Structure,2020
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1. Response characteristics of soil slope under mainshock-aftershock sequences-type ground motions: Incremental damage effect, polarity effect, and correlation;Soil Dynamics and Earthquake Engineering;2024-12
2. Effect of aftershock characteristics on the fragility curve of post-mainshock RC frames;Soil Dynamics and Earthquake Engineering;2024-03
3. Effects of Ground Motion Incident Angle on Inelastic Seismic Demands of Skewed Bridges Subjected to Mainshock–Aftershock Sequences;Practice Periodical on Structural Design and Construction;2023-05
4. Correlation between non-spectral and cumulative-based ground motion intensity measures and demands of structures under mainshock-aftershock seismic sequences considering the effects of incident angles;Structures;2022-12
5. Inelastic acceleration ratio of structures under pulse-like earthquake ground motions;Structures;2022-10
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