A Comparative Study of Flat Slab, Waffle Slab and Post-tensioned Slab Under the Action of Dynamic Loads

2021 ◽  
pp. 303-315
Author(s):  
C. L. Mahesh Kumar ◽  
K. G. Shwetha
Keyword(s):  
Comparative Study ◽  
Dynamic Loads ◽  
Flat Slab ◽  
Waffle Slab ◽  
Post Tensioned

scholarly journals Comparative Study on Analysis and Designing of Post-Tensioned Flat Slab Vs Conventional Slab

2019 ◽  
Vol 7 (5) ◽  
pp. 192-198
Author(s):  
Soubhagya Ranjan Rath ◽  
Susanta Kumar Sethy, ◽  
Mukesh Kumar Dubey
Keyword(s):  
Comparative Study ◽  
Flat Slab ◽  
Post Tensioned

Comparative study of Bs8110 and Eurocode 2 standards for design of a factory reinforced concrete flat slab

2020 ◽  
Author(s):  
Fatimah De’nan ◽  
Md Azlin Md Said ◽  
Chong Hong Rui ◽  
Izwan Johari
Keyword(s):  
Reinforced Concrete ◽  
Comparative Study ◽  
Flat Slab ◽  
Eurocode 2

scholarly journals Seismic Response of Large span slab in Horizontal Setback Building

2021 ◽  
Vol 9 (11) ◽  
pp. 1353-1360
Author(s):  
Manish Kumar Pandey
Keyword(s):  
Structural Elements ◽  
Commercial Building ◽  
Flat Slab ◽  
Large Span ◽  
Earthquake Resistant Design ◽  
Earthquake Resistant ◽  
Different Types ◽  
Waffle Slab ◽  
Earthquake Zone ◽  
Structural Engineers

Abstract: The demand for multi-storey buildings is increasing day by day. Residential plus commercial building is mainly used for wide span needs. Wide span required for Flat slab, Waffle slab and ribbed slab stands An excellent option for architects when larger openings in a building need to be covered with as few columns as possible. The use of different types of plates is developing as a new trend and is becoming a major challenge for structural engineers. Therefore, it is necessary to study about its structural behavior. The project is carried out under earthquake zone III under the earthquake analysis of G+9 storey building. For this study, four different types of large span slab structure are modelled in C-shape (Horizontal Setback Building) having 10-stories i.e. G+9 storied buildings with 3.50 meters height for each story is modelled and analysed. The plan area of all four buildings is same i.e. 2859 square meters (49.50 m x 82.50 m) each. These buildings were designed in compliance with the Indian Code of Practices for earthquake resistant design of buildings. Base of the building were fixed. The square sections are used for structural elements. The height of the buildings is considered constant throughout the structure. The buildings are modelled using ETABSvr.2016. Keywords: large span slab, ETABSvr.2016, Horizontal Setback Building, Flat slab, Waffle slab and ribbed slab

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