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Coupled Systems Mechanics Volume 5, Number 2, June 2016 , pages 101-126 DOI: https://doi.org/10.12989/csm.2016.5.2.101 |
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Implications of bi-directional interaction on seismic fragilities of structures |
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Debdulal Pramanik, Abhik Kumar Banerjee and Rana Roy
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| Abstract | ||
| Seismic structural fragility constitutes an important step for performance based seismic design. Lateral load-resisting structural members are often analyzed under one component base excitation, while the effect of bi-directional shaking is accounted per simplified rules. Fragility curves are constructed herein under real bi-directional excitation by a simple extension of the conventional Incremental Dynamic Analysis (IDA) under uni-directional shaking. Simple SODF systems, parametrically adjusted to different periods, are examined under a set of near-fault and far-fault excitations. Consideration of bi-directional interaction appears important for stiff systems. Further, the study indicates that the peak ground accelertaion, velocity and displacement (PGA, PGV and PGD) of accelerogram are relatively stable and efficient intensity measures for short, medium and long period systems respectively. \'30%\' combination rule seems to reasonably predict the fragility under bi-directional shaking at least for first mode dominated systems dealt herein up to a limit state of damage control. | ||
| Key Words | ||
| bi-directional; reinforced concrete; near-fault; far-fault; Incremental Dynamic Analysis (IDA); seismic structural fragility | ||
| Address | ||
| Debdulal Pramanik, Abhik Kumar Banerjee and Rana Roy: Department of Aerospace Engineering and Applied Mechanics, Indian Institute of Engineering Science and Technology, Shibpur (erstwhile Bengal Engineering and Science University, Shibpur), Howrah 711 103, India | ||
