Effect of infill in Composite shear wall RCC Building on Fragility Curve
By: Phadnis, Punashri Prakash
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Contributor(s): Karjinni, Vilas V.
Publisher: Thane ACC LTD 2019Edition: Vol.93(11), Nov.Description: 57-67p.Subject(s): Construction Engineering and Management (CEM)Online resources: Click here
In:
Indian Concrete JournalSummary: The present work aims to study the effect of masonry infill (MI) in reinforced concrete building with steel-concrete composite shear walls (SCCMSW) on seismic fragility curves using capacity spectrum method. Spectral displacement-based fragility curves and damage probability matrix under various damage states are developed for low-rise RCC frames using Barbat and HAZUS criteria. Comparison of both criteria shows good association between the results. It is concluded that the MI frame with SCCMSW have shown better performance during earthquake in all modes of different damage states.
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Articles Abstract Database
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School of Engineering & Technology (PG) Archieval Section | Not for loan | 2020531 |
The present work aims to study the effect of masonry infill (MI) in reinforced concrete building with steel-concrete composite shear walls (SCCMSW) on seismic fragility curves using capacity spectrum method. Spectral displacement-based fragility curves and damage probability matrix under various damage states are developed for low-rise RCC frames using Barbat and HAZUS criteria. Comparison of both criteria shows good association between the results. It is concluded that the MI frame with SCCMSW have shown better performance during earthquake in all modes of different damage states.
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