Seismic Behavior of Connections Subjected to Punching Shear in Flat-Slab Systems

Setia, Saraswati; Kalyani, Shakti

doi:10.4103/0976-8580.149487

Cited by 2 publications

(2 citation statements)

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“…These differences are attributed to the stiffening effect provided by the steel profiles that constitute the punching shear reinforcement. [6] Saraswati Setia [2015] discussed about flat plate slabs exhibit higher stress at the column connection and are most likely to fail due to punching shear rather than flexural failure. To avoid shear failure, parameters influencing the punching strength need to be clearly investigated by realistic analytical or experimental studies.…”

Section: Introductionmentioning

confidence: 99%

“…Parametric studies on aspect ratio and depth-to-span ratio have been carried out using displacement control non-linear static pushover analysis to investigate the influence of these parameters on punching shear capacity of the intermediate and corner column connections, which proved to be the governing criteria to prescribe drift limits for flat plate systems in seismic zones. [7] Prof. P. S. Lande [2015] discussed about flat slab structure is most vulnerable to the seismic excitation therefore the careful analysis of flat slab is important. In this paper the seismic analysis on flat slab is performed and compared it with the conventional RC building.…”

Section: Introductionmentioning

confidence: 99%

See 1 more Smart Citation

Comparative Study of Seismic Behavior of Flat Slab and Conventional RC Framed Structure

Thakkar¹,

Chandiwala²,

Bhagat³

2017

IJERT

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In present era, flat slab buildings are commonly used for the construction as it has many advantages over conventional RC frame building in terms of architectural flexibility, use of space, easier formwork and shorter construction time. In the present work a G+5, G+8 and G+11 multistoried building having flat slab with drop, flat slab without drop and conventional slab has been analyzed using ETABS software for the parameters like storey displacement, storey drift, storey shear, base shear and time period. The main objective of the present work is to compare the seismic behavior of multi storey buildings having conventional RC frame, flat slab with drop and flat slab without drop in seismic zone III with type II medium soil and to study the effect of height of building on the performance of these types of buildings under seismic forces. Linear dynamic response spectrum analysis was performed on the structure to get the seismic behavior.

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Section: Introductionmentioning

confidence: 99%

Section: Introductionmentioning

confidence: 99%