
Review on “Comparative study of flat slab structure and conventional slab structure”
Author(s) -
Shital Borkar,
Kuldeep Dabhekar,
Isha Khedikar,
N V Vaidya
Publication year - 2021
Publication title -
iop conference series. materials science and engineering
Language(s) - English
Resource type - Journals
eISSN - 1757-899X
pISSN - 1757-8981
DOI - 10.1088/1757-899x/1197/1/012072
Subject(s) - slab , shear wall , geology , seismic zone , structural engineering , shear (geology) , forcing (mathematics) , plan (archaeology) , engineering , geometry , geotechnical engineering , seismology , mathematics , petrology , paleontology , induced seismicity , climatology
For the drawing engineers, selection of the type of the structure for a specific purpose is very important, as multistory buildings are becoming necessary, as construction for living style with increases in requirement of space. The lack of space is forcing us to raise the height of structures possible to unbend maximum number of people. This paper aims to effort on seismic response of unappetizing slab RCC structure for the various height and plan, moreover aims to compare policies of unappetizing slab towers with old conventional 2-way slab system for different zones like zone II, zone III, zone IV, zone V in respect with maximum BM, story shear, base shear, and story drift, by the help of analysis soft wares like ETABS.