![]() ![]() ĮTABS (2020) Integrated building design software. Įckelman MJ, Brown C, Troup LN, Wang L, Webster MD, Hajjar JF (2018) Life cycle energy and environmental benefits of novel design-for-deconstruction structural systems in steel buildings. ĭíaz SA, Pujades LG, Barbat AH, Hidalgo-Leiva DA, Vargas-Alzate YF (2018) Capacity, damage and fragility models for steel buildings: a probabilistic approach. Wileyĭe Angelis F, Cancellara D (2019) Dynamic analysis and vulnerability reduction of asymmetric structures: fixed base vs base isolated system. ĭatta TK (2010) Seismic analysis of structures. J Earthq Eng 22:1–19Ĭancellara D, De Angelis F (2017) Assessment and dynamic nonlinear analysis of different base isolation systems for a multi-storey RC building irregular in plan. Eng Struct 116:83–94īhandari M, Bharti S, Shrimali M, Datta T (2017) The numerical study of base-isolated buildings under near-field and far-field earthquakes. Īlhan C, Öncü-Davas S (2016) Performance limits of seismically isolated buildings under near-field earthquakes. The fixed-base composite buildings outperform RCC buildings in all three levels of storeys, making base-isolated composite buildings the perfect option for high-rise, mid-rise, and low-rise buildings.Īhamad SA, Pratap K (2021) Dynamic analysis of G+ 20 multi storied building by using shear walls in various locations for different seismic zones by using Etabs. ![]() The study concludes that the overall performance of base-isolated composite buildings in all three-, six-, and nine-storey buildings is best than RCC and fixed-base composite buildings since this is the integrated application of base isolation and composite building. ![]() The results obtained were compared for six seismic response parameters such as base shear, storey displacement, isolator displacement, storey drift, and column axial forces, column bending moments in all three types of buildings. The effect of storey levels in the three different types of considered buildings was also examined by considering three different storey levels that are, namely three-storey, six-storey, and nine-storey buildings. The response spectrum analysis is done to find the seismic response of considered buildings for this study. The effectiveness of base isolation in composite buildings is evaluated by comparing the vibration seismic responses of three considered building types, namely reinforced concrete (RC) buildings, fixed-base composite buildings, and the base-isolated composite buildings using lead rubber bearing (LRB) base isolators. ![]()
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