Pounding Risk Assessment through Soil–Structure Interaction Analysis in Adjacent High-Rise RC Structures
This study investigates the seismic response of two 20-story adjacent reinforced concrete structures with differing lateral load-bearing systems, emphasizing the influence of soil–structure interaction. In total, 72 numerical models explored the combined effects of 9 earthquake motions, 4 soil types...
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| Format: | Article |
| Language: | English |
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MDPI AG
2024-09-01
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| Series: | Buildings |
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| Online Access: | https://www.mdpi.com/2075-5309/14/9/2779 |