Modeling of non-ductile RC structure under near-fault ground motions: A nonlinear finite element analysis
Autor: | Banu A Hidayat, Hsuan-Teh Hu, Fu-Pei Hsiao, Wen-Cheng Shen, Pu-Wen Weng, Ay Lie Han, Li-Yin Chan, Yanuar Haryanto |
---|---|
Rok vydání: | 2022 |
Předmět: | |
Zdroj: | Advances in Structural Engineering. 25:1878-1892 |
ISSN: | 2048-4011 1369-4332 |
DOI: | 10.1177/13694332221080602 |
Popis: | The old existing reinforced concrete (RC) structures in Taiwan are susceptible to severe damage under earthquakes because of the soft-story mechanism. Moreover, the effects of near-fault ground motions often contain a long period of velocity pulse and permanent ground displacement. This study is based on the tri-axial shaking table test conducted at the National Center for Research on Earthquake Engineering in Taiwan and a series of seismic performance evaluations of a non-ductile RC structure in Taiwan. Finite element analysis (FEA) will be conducted to simulate the linear and nonlinear behavior of the seven-story building. This accommodates the damage plasticity model for concrete and the elastic-perfectly plastic model for reinforcement. Comparison of the results between the experimental test and numerical model showed that the similarity of the vibration period has a great influence on the simulation results. The findings showed that the data of acceleration and displacement behavior corresponded with the experimental results in a satisfactory margin. Also, the damage mode is very similar to the shaking table test results. The study found that using FEA can satisfactorily simulate the seismic performance of mid-rise buildings under a near-fault earthquake. |
Databáze: | OpenAIRE |
Externí odkaz: | |
Nepřihlášeným uživatelům se plný text nezobrazuje | K zobrazení výsledku je třeba se přihlásit. |