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FINITE ELEMENT ANALYSIS ON PRECAST CONCRETE CONNECTIONS SUBJECTED TO SEISMIC LOADS
N.A.Karmuse, G.C. Jawalkar

Published in: International Journal of Current Engineering And Scientific Research ( IJCESR)
Volume- 4, Issue-8, pp.88-100, Aug 2017
DPI :-> 16.10046.IJCESR.2017.V4I8.88100.1822



Abstract
Precast Structure are an economical alternative for buildings in high seismic region, there is still a lack of design provisions for seismic resistant beam-to-column connections for suitable construction of precast concrete frame. Which limits the use of precast elements in any type of civil engineering structures? Lateral strength of precast frame gains full lateral strength after connection of all precast elements. While stages of installation precast frame special care to be taken for lateral forces as all elements are not connected and may have not achieved full lateral strength, and in case if any lateral forces come, there is chances of complete failure of the structure, hence proper tie after installation of column is necessary. It is studied from Finite element modeling that precast frame requires proper supporting mechanism while its initial stage of installation, as cast in place concrete grout placed in connection is not strong enough to keep the frame intact during lateral forces.

Key-Words / Index Term
Connections, Precast elements, Installation, Finite Element Modeling

How to cite this article
N.A.Karmuse, G.C. Jawalkar , “FINITE ELEMENT ANALYSIS ON PRECAST CONCRETE CONNECTIONS SUBJECTED TO SEISMIC LOADS”, International Journal of Current Engineering And Scientific Research ( IJCESR), 4, Issue-8, pp.88-100, Aug 2017. DPI:16.10046.IJCESR.V4.I8.1822