COMPARATIVE STUDY OF PRECAST AND CAST-IN-SITU BUILDING
| Author(s) | : | Dhrumal C.Kanpariya, Nihil Sorathia |
| Institution | : | P.G. student, Department of Structural Engineering, Parul University, Vadodara, Gujarat, India |
| Published In | : | Vol. 5, Issue 4 — April 2018 |
| Page No. | : | 2067-2071 |
| Domain | : | Engineering |
| Type | : | Research Paper |
| ISSN (Online) | : | 2348-4470 |
| ISSN (Print) | : | 2348-6406 |
The analysis of a Precast and cast-in-situ building. It’s structural system to determine the deformations andforces induced by applied lateral loads. The precast building system includes precast hollow core slab, precast beam andcolumns. The cast-in-situ building system includes precast slab, beam and columns. Different configuration of precastand cast-in-situ slab, beam and columns are studied. A regular building with G+12 story height is considered. In Precastand cast-in-situ building is considering dead load, live load, seismic forces there is a range of methods from a linearanalysis to a sophisticated nonlinear analysis depending on the purpose of the analysis in the design process. In thispaper a residential G+12 RC frame building is analysed by the linear analysis approaches of Equivalent Static LateralForce and Seismic coefficient methods using ETABS Ultimate 2016 software as per the IS- 1893-2002-Part-1. Theseanalysis are carried out by considering different seismic zones, medium soil type for all zones and for zone III usingSMRF frame type and for those of the rest zones using OMRF frame. Different parameter like base shear anddisplacements are plotted in order to compare the results of the static analysis.
Dhrumal C.Kanpariya, Nihil Sorathia, “COMPARATIVE STUDY OF PRECAST AND CAST-IN-SITU BUILDING”, International Journal of Advance Engineering and Research Development (IJAERD), Vol. 5, Issue 4, pp. 2067-2071, April 2018.
