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About Ijri Cce 01 003
This document summarizes a study that analyzes the effect of shear wall area ratio on the seismic behavior of multi-story reinforced concrete buildings with a soft ground floor. 12 building models with 5, 8, and 12 stories and shear wall to floor area ratios ranging from 0.7-1.31% in both directions are analyzed using response spectrum analysis and time history analysis. The results show that providing at least a 0.91% shear wall ratio helps control drift, and increasing the ratio beyond 1.11% does not significantly improve seismic performance. The objectives are to analyze the relationships between shear wall area and base shear, roof drift, story drift, and inter-story drift.
Detailed Information
| Author: | ['ijripublishers'] |
|---|---|
| Publication Year: | 2015 |
| Pages: | 12 |
| Language: | English |
| Format: | |
| Price: | FREE |
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