Estimation of elastic and inelastic seismic behavior of reinforced concrete framed structures

Rachana Bajaj1, Shalini Yadav1
1Department of Civil Engineering, Rabindranath Tagore University, Bhopal, India

Tóm tắt

The paper titled “Estimation of Elastic and Inelastic Seismic Behavior of Reinforced Concrete Framed Structures” aims to investigate the seismic performance of reinforced concrete framed structures using both elastic and inelastic analysis methods. The study focuses on developing a reliable and accurate method to estimate the seismic behavior of such structures under different levels of seismic loading. The research includes a detailed literature review of the relevant seismic codes and standards, as well as past studies on the seismic performance of reinforced concrete structures. The analysis methods used in the research include finite element modeling and nonlinear static and dynamic analysis. The study investigates various factors that can influence the seismic performance of reinforced concrete framed structures, including structural geometry, material properties, reinforcement detailing, and seismic hazard levels. The research aims to provide insights into the effects of these factors on the structural response and failure modes under different seismic loads.

Tài liệu tham khảo

Abate, G., & Massimino, M. R. (2017). Parametric analysis of the seismic response of coupled tunnel–soil–aboveground building systems by numerical modelling. Bulletin of Earthquake Engineering, 15, 443–467. Ashri, A., Mwafy, A. (2017). Assessment of seismic design coefficients for different structural systems of buildings. In Proceedings of the 16th world conference on earthquake, 16 WCEE 2017. Azad, M. S., & Abd Gani, S. H. (2016). Comparative study of seismic analysis of multistory buildings with shear walls and bracing systems. International Journal of Advanced Structures and Geotechnical Engineering (IJASGE), 5(03), 72–77. Bai, J., Jin, S., Zhao, J., & Sun, B. (2019). Seismic performance evaluation of soil-foundation-reinforced concrete frame systems by endurance time method. Soil Dynamics and Earthquake Engineering, 118, 47–51. Bhatt, C., & Bento, R. (2014). The extended adaptive capacity spectrum method for the seismic assessment of plan-asymmetric buildings. Earthquake Spectra, 30(2), 683–703. Bolea, O. (2016). The seismic behavior of reinforced concrete frame structures with infill masonry in the Bucharest area. Energy Procedia, 85, 60–76. Chaulagain, H., Rodrigues, H., Spacone, E., & Varum, H. (2014). Design procedures of reinforced concrete framed buildings in Nepal and its impact on seismic safety. Advances in Structural Engineering, 17(10), 1419–1442. Chiou, B. S., & Youngs, R. R. (2014). Update of the Chiou and Youngs NGA model for the average horizontal component of peak ground motion and response spectra. Earthquake Spectra, 30(3), 1117–1153. Del Carpio, R. M., Mosqueda, G., & Hashemi, M. J. (2016). Large-scale hybrid simulation of a steel moment frame building structure through collapse. Journal of Structural Engineering, 142(1), 04015086. Dutta, S. C. (2001). Effect of strength deterioration on inelastic seismic torsional behavior of asymmetric RC buildings. Building and Environment, 36(10), 1109–1118. Eren, N., Brunesi, E., & Nascimbene, R. (2019). Influence of masonry infills on the progressive collapse resistance of reinforced concrete framed buildings. Engineering Structures, 178, 375–394. Ferrero, C., Lourenço, P. B., Calderini, C. (2016). Nonlinear modeling of unreinforced masonry structures under seismic actions: Validation using a building hit by the 2016 Central Italy earthquake. Goda, K., Kiyota, T., Pokhrel, R. M., Chiaro, G., Katagiri, T., Sharma, K., & Wilkinson, S. (2015). The 2015 Gorkha Nepal earthquake: Insights from earthquake damage survey. Frontiers in Built Environment, 1, 8. Hakim, R. A., Alama, M. S., & Ashour, S. A. (2014). Seismic assessment of an RC building using pushover analysis. Engineering, Technology & Applied Science Research, 4(3), 631–635. He, R., Yang, Y., & Sneed, L. H. (2015). Seismic repair of reinforced concrete bridge columns: Review of research findings. Journal of Bridge Engineering, 20(12), 04015015. Kaveh, A. (2017). Applications of metaheuristic optimization algorithms in civil engineering. Springer. Kaveh, A., & Ardalani, Sh. (2016). Cost and CO2 emission optimization of reinforced concrete frames using ECBO algorithm. Asian Journal of Civil Engineering, 17(6), 831–858. Kaveh, A., Izadifard, R. A., & Mottaghi, L. (2020). Optimal design of planar RC frames considering CO2 emissions using ECBO, EVPS, and PSO metaheuristic algorithms. Journal of Building Engineering, 28, 101014. Kaveh, A., Kalateh-Ahani, M., & Fahimi-Farzam, M. (2013). Constructability optimal design of reinforced concrete retaining walls using a multi-objective genetic algorithm. Structural Engineering, and Mechanics, 47(2), 227–245. Li, G., Yu, D. H., & Li, H. N. (2018). Seismic response analysis of reinforced concrete frames using inelasticity-separated fiber beam-column model. Earthquake Engineering & Structural Dynamics, 47(5), 1291–1308. Lombardi, L., De Luca, F., & Macdonald, J. (2019). Design of buildings through linear time-history analysis optimising ground motion selection: A case study for RC-MRFs. Engineering Structures, 192, 279–295. Lu, X., Guan, H., Lu, X., & Guan, H. (2021). Earthquake disaster simulation of typical urban areas. Earthquake disaster simulation of civil infrastructures: From tall buildings to urban areas (pp. 877–932). Springer. Lu, X., Liao, W., Cui, Y., Jiang, Q., & Zhu, Y. (2019). Development of a novel sacrificial-energy dissipation outrigger system for tall buildings. Earthquake Engineering & Structural Dynamics, 48(15), 1661–1677. Marius, M. (2013). Seismic behavior of reinforced concrete shear walls with regular and staggered openings after the strong earthquakes between 2009 and 2011. Engineering Failure Analysis, 34, 537–565. Mazza, M. (2015). Effects of near-fault ground motions on the nonlinear behavior of reinforced concrete framed buildings. Earthquake Science, 28, 285–302. Mwafy, A. M., Khalifa, S., El-Ariss, B. (2014). Relative safety margins of code-conforming vertically irregular high-rise buildings. In European conference on earthquake engineering and seismology (2ECEES), (pp. 24–28). Istanbul, Turkey. Padol, S. R., & Talikoti, R. S. (2015). Review paper on seismic responses of multistored rcc building with mass irregularity. International Journal of Research in Engineering and Technology., 4(3), 358–440. Rana, D., & Raheem, J. (2015). Seismic analysis of regular & vertical geometric irregular RCC framed building. International Research Journal of Engineering and Technology, 2(4), 2395. Saha, R., Dutta, S. C., Haldar, S., & Kumar, S. (2020). Effect of soil-pile raft-structure interaction on elastic and inelastic seismic behavior. Structures, 26, 378–395. Sharafi, H., & Shams, M. Y. (2020). Studying seismic interaction of piles row-sandy slope under one, two and triaxial loadings: A numerical-experimental approach. European Journal of Environmental and Civil Engineering, 24(9), 1277–1301. Shen, J., Ren, X., & Chen, J. (2021). Effects of spatial variability of ground motions on collapse behaviour of buildings. Soil Dynamics and Earthquake Engineering, 144, 106668. Sivakumar, S., Shobana, R., Aarthy, E., Thenmozhi, S., Gowri, V., & Kumar, B. S. (2023). Seismic analysis of RC building (G+ 9) by response spectrum method. Materials Today: Proceedings. https://doi.org/10.1016/j.matpr.2023.03.659 Tahghighi, H., & Rabiee, M. (2015). Nonlinear soil-structure interaction effects on building frames: A discussion on the seismic codes. Journal of Seismology and Earthquake Engineering., 17(2), 141–151. Tehrani, M. H., Harvey, P. S., Jr., Gavin, H. P., & Mirza, A. M. (2018). Inelastic condensed dynamic models for estimating seismic demands for buildings. Engineering Structures, 15(177), 616–629. Teruna, D. R. (2017). Comparison of seismic responses for reinforced concrete buildings with mass and stiffness irregularities using pushover and nonlinear time history analysis. IOP Conference Series: Materials Science and Engineering, 180(1), 012145. Xiong, C., Lu, X., Guan, H., & Xu, Z. (2016). A nonlinear computational model for regional seismic simulation of tall buildings. Bulletin of Earthquake Engineering, 14, 1047–1069. Zhai, C. H., Zheng, Z., Li, S., & Xie, L. L. (2015). Seismic analyses of a RCC building under mainshock–aftershock seismic sequences. Soil Dynamics and Earthquake Engineering, 74, 46–55. Zhou, Y., Chen, X., Wang, X., Sui, L., Huang, X., Guo, M., & Hu, B. (2020). Seismic performance of large rupture strain FRP retrofitted RC columns with corroded steel reinforcement. Engineering Structures, 216, 110744.