Comparison of the behavior of Reinforced Concrete Frame Structures Designed with low Ductility and High Ductility
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Détails bibliographiques
| Auteur(s): |
Carlos Alejandro Muñoz Irigoyen
(SIPSA Ingenieros de Puebla S.A. de C.V. Puebla, Pue. Mexico.)
Oscar Alberto López Bátiz. (National Center for Disaster Prevention (CENAPRED), Mexico City, Mexico.) José de la Cruz Sebastián Serrano Vega (Professor, Benemérita Universidad Autónoma de Puebla, Puebla, Mexico.) |
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| Médium: | papier de conférence | ||||
| Langue(s): | anglais | ||||
| Conférence: | IABSE Congress: Beyond Structural Engineering in a Changing World, San José, Cost Rica, 25-27 Seotember 2024 | ||||
| Publié dans: | IABSE Congress San José 2024 | ||||
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| Page(s): | 1265-1273 | ||||
| Nombre total de pages (du PDF): | 9 | ||||
| DOI: | 10.2749/sanjose.2024.1265 | ||||
| Abstrait: |
This study presents a comparative analysis of the behavior of reinforced concrete frame structures, with an emphasis on the influence of reinforcement and detailing in connections. During the earthquakes that occurred in Turkey on February 6, 2023, the performance of this type of system without proper connection detailing was inadequate. In this article, the behavior of three buildings is analytically simulated, considering three levels of detailing: the first with a strength-based detailing level, the second with a low ductility level (Q=2), and the third with a high ductility level (Q=4). The obtained results highlight the influence of detailing on the behavior of reinforced concrete structures under seismic incidents. |
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