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DESIGN OF G+12 HOSPITAL BUILDING WITH SMRF + SHEAR WALL | CEPT - Portfolio
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Bhavsar Kush Nareshkumar

SD4006

DESIGN OF G+12 HOSPITAL BUILDING WITH SMRF + SHEAR WALL

The project involves the analysis and design of a G+12 storey Hospital  building using a dual lateral load-resisting system comprising Special Moment Resisting Frames (SMRF) and shear walls. The primary objective is to evaluate the building’s seismic performance, with a focus on minimizing torsional effects, lateral displacement, and inter-storey drift. The design complies with all relevant codes for gravity and earthquake loads, with irregularity checks performed as per IS 1893 (Part 1): 2016 and ductile detailing carried out in accordance with IS 13920: 2016.

View Additional Work

Report Content

Problem Statement & Load Consideration

Static Check & Seismic load calculation

Initial Model

Iterations

Dual System (SMRF + Shear wall)

Dual System (SMRF + Shear wall)

Dual System (SMRF + Shear wall)

Dual System (SMRF + Shear wall)

Literature Study & Observation

Element Detailing