Earthquakes produce significant lateral forces on structures, which may lead to excessive displacement, structural instability, and collapse if proper seismic resistant measures are not adopted. The present study focuses on the comparative seismic performance evaluation of a G+11 reinforced cement concrete (RCC) buildi...
Earthquake is one of the most devastating natural hazards that bring a lot of human, economic and infrastructural damages globally. Conventional methodologies of seismic design, which have relied on most of the conventional materials, like reinforced concrete and structural steel, proved to be inefficient when they are...
This study investigates the effects of vertical ground motion on the seismic design of base-isolated structures. Two soil classes were considered, and for each class, near-fault and far-fault ground motions were selected, resulting in four seismic scenarios. Earthquake acceleration records were identified for each scen...
Building structures adjacent to slopes are common in urban and rural areas. These structures face more severe challenges under earthquake excitations, necessitating a study on the dynamic responses of building systems adjacent to slopes. Accounting for soil-structure interaction, viscoelastic artificial boundaries, and...
The present study evaluates the seismic performance of a G+15 reinforced concrete (RC) framed building using ETABS software in accordance with IS 1893 (Part 1): 2016. The building is modelled as a plan-regular structure located in Seismic Zone V with medium soil conditions. Modal Analysis, Equivalent Static Analysis, a...
This study examines the seismic performance of a multi-storey reinforced concrete building designed for Seismic Zone IV under IS 1893:2002, evaluated using performance-based seismic design (PBSD) principles. A special moment-resisting RC frame was modelled in SAP2000 v16 and analysed using linear static, nonlinear stat...
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