Abstract
The effect of infill walls on the seismic performance of multi-story buildings with shear walls that are located in a region with elevated seismic activity is assessed in this paper. An eight-story reinforced concrete building's seismic response is examined in detail, along with various shear wall ratios both with and without infill walls. Applying principles of performance-based seismic design, the study scrutinizes capacity curves and inter-story drift through non-linear analysis to unveil the seismic behavior intricacies. This scrutiny allows for a comprehensive evaluation of the structural performance under various scenarios. In conclusion, the current study underscores the importance of infill walls in improving the seismic performance of multi-story buildings with shear walls. The results demonstrate a significant enhancement in lateral stiffness, leading to a substantial increase in structural rigidity. Additionally, the introduction of infill walls results in a noteworthy reduction in displacement, particularly evident in models with lower shear wall ratios, though this influence diminishes with higher ratios. Infill walls' influence in terms of stiffness, displacement, base shear, and drift emphasizes their significance in enhancing structural stability, making the combined impact of shear and infill walls extremely significant and complex in order to obtain the highest possible structural performance. That being said, as shear ratios rise, this positive impact progressively reduces.
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References
Abdelaziz, M. M., Gomma, M. S., & El-Ghazaly, H. (2019). Seismic evaluation of reinforced concrete structures infilled with masonry infill walls. Asian Journal of Civil Engineering, 20(7), 961–981. https://doi.org/10.1007/s42107-019-00158-6
Abdesselam, I., Guettala, S., & Zine, A. (2024). Fiber-based modeling for investigating the existence of a soft storey for masonry infilled reinforced concrete structures. Asian Journal of Civil Engineering, 25, 1949–1965. https://doi.org/10.1007/s42107-023-00887-9
Adibi, M., Talebkhah, R., & Ghatte, H. F. (2023). Seismic reliability of precast concrete frame with masonry infill wall. Earthquakes and Structures, 24(2), 141–153. https://doi.org/10.12989/eas.2023.24.2.141
Algerian Seismic Code. (2003). Centre National de Recherche Appliquée en Génie Parasismique. Alger.
Asteris, P. G., Cavaleri, L., Di Trapani, F., & Sarhosis, V. (2015). A macro-modelling approach for the analysis of infilled frame structures considering the effects of openings and vertical loads. Structure and Infrastructure Engineering, 12(5), 551–566. https://doi.org/10.1080/15732479.2015.1030761
ATC-40. (1996). Seismic evaluation and retrofit of concrete buildings.
Burak, B., & Comlekoglu, H. G. (2013). Effect of shear wall area to floor area ratio on the seismic behavior of reinforced concrete buildings. Journal of Structural Engineering, 139(11), 1928–1937. https://doi.org/10.1061/(asce)st.1943-541x.0000785
Cavaleri, L., & Di Trapani, F. (2014). Cyclic response of masonry infilled RC frames: Experimental results and simplified modeling. Soil Dynamics and Earthquake Engineering, 65, 224–242. https://doi.org/10.1016/j.soildyn.2014.06.016
Çavdar, Ö. (2019). Investigation of the earthquake performance of a reinforced concrete shear wall hotel using nonlinear methods. International Journal of Science and Engineering Applications, 8(12), 509–516. https://doi.org/10.7753/ijsea0812.1003
Çavdar, Ö., & Bayraktar, A. (2013). Pushover and nonlinear time history analysis evaluation of a RC building collapsed during the Van (Turkey) earthquake on October 23, 2011. Natural Hazards, 70(1), 657–673. https://doi.org/10.1007/s11069-013-0835-3
Çavdar, Ö., Çavdar, A., & Bayraktar, E. (2018). Earthquake performance of reinforced-concrete shear-wall structure using nonlinear methods. Journal of Performance of Constructed Facilities. https://doi.org/10.1061/(asce)cf.1943-5509.0001117
Dashti, F., Dhakal, R., & Pampanin, S. (2014). Comparative in-plane pushover response of a typical RC rectangular wall designed by different standards. Earthquakes and Structures, 7(5), 667–689. https://doi.org/10.12989/eas.2014.7.5.667
Di Trapani, F., Bertagnoli, G., Ferrotto, M. F., & Gino, D. (2018). Empirical equations for the direct definition of stress-strain laws for fiber-section-based macromodeling of infilled frames. Journal of Engineering Mechanics, 144(11), 04018101. https://doi.org/10.1061/(asce)em.1943-7889.0001532
Djafar-Henni, N., & Chebili, R. (2023). Optimum shear walls distribution in framed structures for buildings subjected to earthquake excitations. International Journal of Engineering Research in Africa, 65(10), 55–72. https://doi.org/10.4028/p-ypjdg8
Dolšek, M., & Fajfar, P. (2008). The effect of masonry infills on the seismic response of a four-storey reinforced concrete frame—A deterministic assessment. Engineering Structures, 30(7), 1991–2001. https://doi.org/10.1016/j.engstruct.2008.01.001
Eurocode 8. (2005). Design provisions for earthquake resistance of structures.
FEMA 356. (2000). Prestandard and commentary for the seismic rehabilitation of buildings. Federal Emergency Management Agency.
FEMA 440. (2005). Improvement of nonlinear static seismic analysis procedures. Federal Emergency Management Agency.
Fiore, A., Netti, A., & Monaco, P. (2012). The influence of masonry infill on the seismic behaviour of RC frame buildings. Engineering Structures, 44(7), 133–145. https://doi.org/10.1016/j.engstruct.2012.05.023
Ghobarah, A. (2001). Performance-based design in earthquake engineering: State of development. Engineering Structures, 23(8), 878–884. https://doi.org/10.1016/S0141-0296(01)00036-0
Gökhan, T. U. N. Ç., & Mustafa, A. A. (2020). A parametric study of the optimum shear wall area for mid-to high-rise RC buildings. Konya Journal of Engineering Sciences, 8(3), 601–617. https://doi.org/10.36306/konjes.666748
Guettala, S., Abdesselam, I., Chebili, R., & Guettala, S. (2024). Assessment of the effects of infill walls’ layout in plan and/or elevation on the seismic performance of 3D reinforced concrete structures. Asian Journal of Civil Engineering, 25, 657–673. https://doi.org/10.1007/s42107-023-00802-2
Kaveh, A., & Sabzi, O. (2012). Optimal design of reinforced concrete frames using big bang-big crunch algorithm. International Journal of Civil Engineering, 10(3), 189–200.
Kaveh, A., & Zakian, P. (2012). Performance based optimal seismic design of RC shear walls incorporating soil-structure interaction using CSS algorithm. International Journal of Optimization in Civil Engineering, 2(3), 383–405.
Kaveh, A., & Zakian, P. (2014). Optimal seismic designs of reinforced concrete shear wall frame structures. KSCE Journal of Civil Engineering, 18(7), 2181–2190. https://doi.org/10.1007/s12205-014-0640-x
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(3), 101014. https://doi.org/10.1016/j.jobe.2019.101014
Kaveh, A., Mottaghi, L., & Izadifard, R. A. (2021). An integrated method for sustainable performance-based optimal seismic design of RC frames with non-prismatic beams. Scientia Iranica a: Civil Engineering, 28(5), 2596–2612. https://doi.org/10.24200/sci.2021.58452.5728
Kaveh, A., Kalateh-Ahani, M., and 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. https://doi.org/10.12989/sem.2013.47.2.227
Kaveh, A. (2017). Cost and CO2 emission optimization of reinforced concrete frames using enhanced colliding bodies optimization algorithm. In Applications of Metaheuristic Optimization Algorithms in Civil Engineering. Springer, Cham. https://doi.org/10.1007/978-3-319-48012-1_17
Khelaifia, A., Chebili, R., & Zine, A. (2024). Impact of the position and quantity of shear walls in buildings on the seismic performance. Asian Journal of Civil Engineering, 25, 953–964. https://doi.org/10.1007/s42107-023-00824-w
Mander, J. B., Priestley, M. J. N., & Park, R. (1988). Theoretical stress-strain model for confined concrete. Journal of Structural Engineering, 114(8), 1804–1826. https://doi.org/10.1061/(asce)0733-9445(1988)114:8(1804)
Martinelli, E., Lima, C., & De Stefano, G. (2015). A simplified procedure for nonlinear static analysis of masonry infilled RC frames. Engineering Structures, 101, 591–608. https://doi.org/10.1016/j.engstruct.2015.07.023
Md. Islam, M., Sen, D., & Chowdhury, S. R. (2023). Numerical investigation on the effect of infill masonry on lateral behaviour of surrounding RC frame. Asian Journal of Civil Engineering, 24, 2851–2862. https://doi.org/10.1007/s42107-023-00679-1
Ozkul, T. A., Kurtbeyoglu, A., Borekci, M., Zengin, B., & Koçak, A. (2019). Effect of shear wall on seismic performance of RC frame buildings. Engineering Failure Analysis, 100, 60–75. https://doi.org/10.1016/j.engfailanal.2019.02.032
Panthi, B., Dahal, P., Shrestha, P., & Thapa, K. B. (2021). Fundamental period of RC buildings with infill walls in Nepal. Asian Journal of Civil Engineering, 22(5), 983–993. https://doi.org/10.1007/s42107-021-00359-y
Rooshenas, A. (2022). Investigating the effects of masonry infill panels on high-rise structures. Structures, 35, 106–117. https://doi.org/10.1016/j.istruc.2021.10.077
Sreevalli, T., & Priya, N. (2017). Effect of shear wall area on seismic behavior of multisoried building tube in tube structure. International Journal of Engineering Trends and Technology, 44(4), 202–210. https://doi.org/10.14445/22315381/ijett-v44p240
Sumit & Gupta, S.M. (2019). Performance-based seismic evaluation of multi-storey R.C.C. Building with Addition of Shear Wall. In A. Agnihotri, K. Reddy, & A. Bansal (Eds.), Sustainable Engineering. Lecture Notes in Civil Engineering (vol. 30). Singapore: Springer. https://doi.org/10.1007/978-981-13-6717-5_6
Zakian, P., & Kaveh, A. (2020). Topology optimization of shear wall structures under seismic loading. Earthquake Engineering and Engineering Vibration, 19(1), 105–116. https://doi.org/10.1007/s11803-020-0550-5
Zakian, P., & Kaveh, A. (2023). Seismic design optimization of engineering structures: A comprehensive review. Acta Mechanica, 234(4), 1305–1330. https://doi.org/10.1007/s00707-022-03470-6
Zameeruddin, M., & Sangle, K. K. (2021). Performance-based Seismic assessment of reinforced concrete moment resisting frame. Journal of King SAud University: Engineering Sciences, 33(3), 153–165. https://doi.org/10.1016/j.jksues.2020.04.005
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Guettala, S., Khelaifia, A., Chebili, R. et al. Effect of infill walls on seismic performance of multi-story buildings with shear walls. Asian J Civ Eng (2024). https://doi.org/10.1007/s42107-024-01025-9
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DOI: https://doi.org/10.1007/s42107-024-01025-9