Seismic behaviour of RC buildings in sloping ground Er. Regmi Prakash1, Prof. Dr. Lamichhane Govind Prasad2 1Graduate School of Engineering, Mid West University, Surkhet, Nepal, Email id: prakashregmi668@gmail.com 2School of Engineering, Pokhara UniversityKaski, Nepal, Email id: govindkhec@gmail.com Online Published on 02 May, 2023. Abstract This thesis is the study of seismic behavior of RC building in hilly areas i.e sloping grounds. The study of dynamic response of structure on hilly areas has been done. Two combo building (half of building lies in sloping ground anf half portion lies on plain ground) are considered for analysis on sloping ground of uneven slope without changing existing ground profile with considering and without considering shear wall. All considered configuration of building is modeled using ETABS v20.0.0 and IS 1893:2016 and analysed by using equivalent static analysis and response spectrum methods. Then considered buildings has been compared in terms of base shear, Fundamental time period and top storey displacement, Storey stiffness, Storey drift and overturning moments. Top Keywords Combo Building, Storey Displacement, Storey Drift, Storey Stiffness, Overturning Moments. Top |