Abstract
The idea of linking two adjacent buildings has been effectively applied to diminish the structural response due to strong ground motions. However, some of the linking methods for the elevated service reservoir (ESR) are unsuccessful because of the structural behavior of these structures. During an earthquake, closely spaced high rise ESRs have more chances to collide with each other and hence lead to damage and collapse. In this research work, two types of coupling methods are used to investigate the structural responses considering different staging height of ESR. A nonlinear static analysis (pushover analysis) and nonlinear dynamic (time history analysis) are carried out to check the performance of structure using software SAP 2000 at various locations of ESR. The effectiveness of both coupling methods is examined in terms of base shear, story drift, time period, displacement, velocity, and acceleration. Based on the results, it is concluded that the coupling of ESRs using both the strategy is effective for controlling the seismic response of the structures.
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Nayak, C.B., Sayyad, S.U., Khartode, R.R., Jagadale, U.T., Morkhade, S.G. (2021). A Parametric Analysis of Adjacent Elevated Service Reservoir with Structural Coupling at Various Locations. In: Sitharam, T.G., Kolathayar, S., Sharma, M.L. (eds) Seismic Hazards and Risk. Lecture Notes in Civil Engineering, vol 116. Springer, Singapore. https://doi.org/10.1007/978-981-15-9976-7_7
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