Advertisement
Published in:
2021 | OriginalPaper | Chapter
Seismic Behaviour and Comparison of Different Slab System Diagrid Structure
Authors : C. Rahul, J. K. Lokesh
Published in: Trends in Civil Engineering and Challenges for Sustainability
Publisher: Springer Singapore
Activate our intelligent search to find suitable subject content or patents.
Select sections of text to find matching patents with Artificial Intelligence. powered by
Select sections of text to find additional relevant content using AI-assisted search. powered by
Abstract
Diagrid system for tall building has evolved as efficient system in terms of lateral stiffness. In this study, an attempt has been made to study the seismic response of diagrid structure with different slab system (conventional slab, i.e. with beam and flat slab) by using response spectrum analysis. The models studied are square in plan with aspect ratio H/B (where H is the total height and B is the width of structure) as 3.1. Five different diagrid angles 41°, 50°, 56°, 61° and 64° are considered. Earthquake analysis is carried out according to IS 1893:2002(Part-1). Based on the study, the efficiency of slab system and optimum diagrid angle is presented in terms of storey displacement and storey shear.