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About Effect of Infill Walls On Response of Multi Storey Reinforced Concrete Structure
This document discusses the effect of infill walls on the seismic response of multi-story reinforced concrete structures. The study analyzes a 6-story reinforced concrete building both with and without considering infill masonry walls. When modeled as an equivalent diagonal strut, infill walls are found to significantly change the building's response during earthquakes by decreasing peak floor displacements and drifts in both directions. Considering infill walls also increases the calculated base shear compared to analyzing the bare reinforced concrete frame alone. The results indicate it is important to account for infill wall effects in seismic analysis of reinforced concrete buildings.
Detailed Information
| Author: | ['PREMALATHA J'] |
|---|---|
| Publication Year: | 2021 |
| Pages: | 5 |
| Language: | English |
| Format: | |
| Price: | FREE |
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