Seismic fragility assessment of infilled frames subject to mainshock/aftershock sequences using a double incremental dynamic analysis approach

The paper presents an assessment framework aimed at evaluating seismic fragility and residual capacity of masonry infilled reinforced concrete (RC) frames subject to mainshock/aftershock sequences. A double incremental dynamic analysis (D-IDA) approach is used, based on the combination of a mainshoc...

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Bibliographic Details
Published in:	Bulletin of earthquake engineering Vol. 17; no. 1; pp. 211 - 235
Main Authors:	Di Trapani, Fabio, Malavisi, Marzia
Format:	Journal Article
Language:	English
Published:	Dordrecht Springer Netherlands 01.01.2019 Springer Nature B.V
Subjects:	Aftershocks Capacity Civil Engineering Computer simulation Dynamic analysis Earth and Environmental Science Earth Sciences Earthquakes Economic impact Environmental Engineering/Biotechnology Failures Fragility Frame structures Frameworks Geophysics/Geodesy Geotechnical Engineering & Applied Earth Sciences Hydrogeology Infilled frames Masonry Original Research Redevelopment Reinforced concrete Seismic activity Seismic response Shear Structural Geology Fiber-section Masonry infilled frames Incremental dynamic analysis Fragility curves Reinforced concrete OpenSees
ISSN:	1570-761X, 1573-1456
Online Access:	Get full text
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