The effects of reinforced concrete shear wall on the earthquake behaviour of the buildings with various column sections
The drifts in the buildings vary depending on the stiffness, height and elasticity modules of the load-bearing elements. In this study, a five-storey reinforced concrete building model was designed as an example by using five different column sections with 35 × 35, 40 × 40, 45 × 45, 50 × 50 and 55 ×...
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| Formáid: | Alt |
| Teanga: | English |
| Foilsithe / Cruthaithe: |
Taylor & Francis Group
2025-02-01
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| Sraith: | Journal of Asian Architecture and Building Engineering |
| Ábhair: | |
| Rochtain ar líne: | http://dx.doi.org/10.1080/13467581.2025.2467252 |