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Patel Yesha Pareshkumar

SD4006

Design of B+G+12 Storey building with Shear wall in core

The project entails the RCC design of a zone V, B+G+12-story residential high-rise with Shear wall only in core. The mitigation of displacement, and inter-story drift in the structure was the main priority. All of the codal provisions pertaining to earthquake loading and gravity are incorporated into the design. As per IS 1893 (Part-1): 2016, irregularity checks are carried out, and as per IS 13920: 2016, ductile detailing is incorporated.


Report Content

Introduction of the project

Structural System

Load consideration & Static check

Model without stiffness modifiers and with stiffness modifiers

Frame participation & introduction to Shear wall

Iterations

Understanding of the problem statement & C.G. of the building

Displacement , Drift & SW and frame interaction

Modal mass participation & comparison

Detailing & observation