[PDF] Top 20 Comparative Seismic Performance of a Conventional Slab and Flat Slab over a Bubble Deck Slab

... of slab systems, quantities of steel and concrete estimated a slab panel of span 8 x ...The conventional 2-way slab and flat slab is considered are designed as per IS 456 code ... See full document

... of bubble deck slab numerically as well as ...the bubble deck slab and conventional slab is analyzed by using ANSYS software with appropriate support conditions and ... See full document

... the deck by1/3 in evaluate to solid slab having similar thickness without affecting its deflection behavior & bending ...solid slab. Bubble-Deck is a two-way spanning hollow ... See full document

... beginning conventional slab has go it place in providing features like more stiffness, higher load carrying capacity, safe and economical ...of flat slab becomes quite ...having flat ... See full document

... When designing a reinforced concrete structure, a primary design limitation is the span ofthe slab between columns. Designing large spans between columns often requires the use ofsupport beams and/or very thick ... See full document

... When designing a reinforced concrete structure, a primary design limitation is the span ofthe slab between columns. Designing large spans between columns often requires the use ofsupport beams and/or very thick ... See full document

... overall seismic evaluation and comparison of 30 storey building located in zone 2 with conventional slab system having a central shear wall core and 1 outrigger level and flat slab ... See full document

... common. Flat-slab building structures possesses major advantages over traditional slab-beam - column structures because of the free design of space, shorter construction time, ... See full document

... dynamic performance of flat slab and grid slab in compare to conventional ...for seismic and wind forces of multistory reinforced concrete building with different plan like ... See full document

... Abstract: Flat-slab building structures possesses major advantages over traditional slab-beam- column structures taking a advantages of reduced floor height , shorter construction time, ... See full document

... the seismic load is more, more will be displacement takes ...of seismic load. In this case joint displacement is less for flat slab with ... See full document

... two-way flat plate reinforced concrete slabs through a design comparison of typical bays of 20’ by 20’ (6m by 6m), 25’ by ...traditional slab design process follows the ACI 318-11 Building Code Requirements ... See full document

... Abstract— Flat slab is called a beamless slab because it is supported directly by columns without use of ...beams. Flat slab structures have more advantages like the free design of ... See full document

... R.C.C Conventional Slab& Flat Slab Under Seismic &TemperatureLoad”, International Research Journal of Engineering and Technology (IRJET) Volume: 04 Issue: 10 | Oct -2017 The ... See full document

... way bubble deck slab (770mm*380mm*110mm) using the High Density Polyethylene balls (70mm diameter) of size prepared which is made up of plastic ... See full document

... paper discusses the lateral behaviour of the multi- storey building designed in step with the IS-456 and IS- 1893 component-I is evaluated the usage of dynamic evaluation of framed structures using Response Spectrum ... See full document

... on bubble deck slabs, invented by Jorgen Bruenig in 1990’s (who developed the first biaxial hollow slab in Denmark), the slab is constructed using void formers which merely create voids ... See full document

... Where column heads are provided, that portion of a column head which lies within the largest right circular cone or pyramid that has a vertex angle of 90”and can be included entirely within the outlines of the column and ... See full document

... ETABS is a structural analysis software. ETABS expand as “Extended Three Dimensional Analysis of Buildings Software”, especially to carry out the response of building structures in seismic prone areas. As ... See full document

... This undesirable behavior is mainly due to the absence of deep beams and/or shear walls in the flat slab system which generally gives rise to excessive lateral deformations. Hence, it becomes more important ... See full document