Influence of Advanced Structural Modeling Technique, Mainshock-Aftershock Sequences, and Ground-Motion Types on Seismic Fragility of Low-Rise RC Structures
- Submitting institution
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Birmingham City University
- Unit of assessment
- 12 - Engineering
- Output identifier
- 12Z_OP_D0044
- Type
- D - Journal article
- DOI
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10.1016/j.soildyn.2018.10.036
- Title of journal
- Soil Dynamics and Earthquake Engineering
- Article number
- -
- First page
- 263
- Volume
- 117
- Issue
- 43497
- ISSN
- 0267-7261
- Open access status
- Compliant
- Month of publication
- -
- Year of publication
- 2019
- URL
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https://www.sciencedirect.com/science/article/pii/S0267726118306067
- Supplementary information
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- Request cross-referral to
- -
- Output has been delayed by COVID-19
- No
- COVID-19 affected output statement
- -
- Forensic science
- No
- Criminology
- No
- Interdisciplinary
- No
- Number of additional authors
-
-
- Research group(s)
-
-
- Proposed double-weighted
- No
- Reserve for an output with double weighting
- No
- Additional information
- This study investigates the impact of mainshock-aftershock sequences, ground motion types and advanced structural modelling for reinforced concrete structures. This research his only conducted for low-rise residential buildings in Seattle, USA. The new methodology considers nonlinear buckling and low-cyclic fatigue of longitudinal reinforcements. In addition, different ground motion types such as crustal, inslab and interface real records are selected. This paper includes a combination of several critical aspects in the field of risk and seismic hazard analysis.
- Author contribution statement
- -
- Non-English
- No
- English abstract
- -