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Ultimate-Load Behavior of RC Structural Systems Designed according to Eurocodes
| 题名： | Ultimate-Load Behavior of RC Structural Systems Designed according to Eurocodes |
| 其他题名： | ACI(American Concrete Institute).(1989)."Building code requirements for reinforced concrete and commentary."ACI 318M-89/ACI 318RM-89,Detroit. |
| 正文语种： | 英文 |
| 作者： | Filippo Sangiorgio |
| 关键词： | Reinforced concrete structures;Probabilistic models;Monte Carlo simulations;Eurocodes;Multiple failure modes;Model uncertainty;Concrete and masonry structures |
| 摘要： | Various circumstances influence the behavior of reinforced concrete (RC) structures, some of which may increase the risk of a brittle failure for the whole system caused by shear forces. This paper presents a wide probabilistic investigation on the ultimate load behavior of RC structural systems designed according to Eurocodes. A full probabilistic model is derived and different structural systems are studied through material and geometric nonlinear analysis via Monte Carlo simulations. The resistance model is consistent with a current Eurocode and considers different failure modes (axial, bending, and shear). Results show that the ultimate failure load of RC structural systems designed according to Eurocodes may vary depending on the combination of three factors: (1) structural configuration; (2) load distribution; and (3) number of stirrups. |
| 出版年： | 2016 |
| 论文唯一标识： | P-26Y2016V142N10011 |
| 英文栏目名称： | TECHNICAL PAPERS |
| doi： | 10.1061/(ASCE)ST.1943-541X.0001521 |
| 期刊名称： | Journal of Structural Engineering |
| 拼音刊名(出版物代码)： | P-26 |
| 卷： | 142 |
| 期： | 10 |
| 页码： | 120-133 |
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