A Review Performance Evaluation of Ribbed Slab and Waffle Slab Systems Under Lateral Loading
Journal: International Journal of Trend in Scientific Research and Development (Vol.8, No. 3)Publication Date: 2024-08-31
Authors : Payal Hanwat Afzal Khan;
Page : 1218-1225
Keywords : Bending moment; Deflection; boundary condition; Plate equations; Shape functions; Shear force; Waffle slab; Ribbed slab;
Abstract
This study examines the role of slab stiffness in reinforced concrete structures during seismic events. Typically, slab panels are neglected in structural analysis due to their complex behavior. However, slabs significantly increase lateral load resistance during earthquakes due to their in plane stiffness. Slabs distribute loads in structures and come in types like ribbed and waffle, used for large spans and high loads. These slabs reduce reinforcement needs and provide stiffer, lighter floors, ideal for areas requiring minimal columns. The study emphasizes uniform distribution of mass, stiffness, and strength to improve earthquake resistance. It also identifies a gap in research on the suitability of these slabs for tall structures, aiming to evaluate their performance and assess their cost, stability, and strength advantages. Payal Hanwat | Prof. Afzal Khan "A Review Performance Evaluation of Ribbed Slab and Waffle Slab Systems Under Lateral Loading" Published in International Journal of Trend in Scientific Research and Development (ijtsrd), ISSN: 2456-6470, Volume-8 | Issue-3 , June 2024, URL: https://www.ijtsrd.com/papers/ijtsrd67115.pdf Paper Url: https://www.ijtsrd.com/engineering/civil-engineering/67115/a-review-performance-evaluation-of-ribbed-slab-and-waffle-slab-systems-under-lateral-loading/payal-hanwat
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Last modified: 2024-08-31 19:09:50