Behavior of P-Delta Effect in High- Rise Buildings with and Without Shear Wall
PhaniKumar.V1, M. Deepthi2, Saikiran K3, R.B.N. Santhosh4
1Phani Kumar V, M. Tech, (Ph.D.) (Geotechnical Engineering), Sr. Gr. Assistant Professor, Department of Civil Engineering, Gudlavalleru Engineering College, Gudlavalleru, Andhra Pradesh, India.
2M. Deepthi, (M. Tech), (Structural Engineering), Post Graduate Student, Department of Civil Engineering, Gudlavalleru Engineering College, Gudlavalleru, Andhra Pradesh, India.
3Saikiran K, (Structural Engineering), Assistant Professor, Department of Civil Engineering, Gudlavalleru Engineering College, Gudlavalleru, Andhra Pradesh, India.
4R.B.N. Santhosh, (Structural Engineering), Assistant Professor, Department of Civil Engineering, Gudlavalleru Engineering College, Gudlavalleru, Andhra Pradesh, India.
Manuscript received on 05 March 2019 | Revised Manuscript received on 11 March 2019 | Manuscript published on 30 July 2019 | PP: 2060-2068 | Volume-8 Issue-2, July 2019 | Retrieval Number: B2282078219/19©BEIESP | DOI: 10.35940/ijrte.B2282.078219
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© The Authors. Blue Eyes Intelligence Engineering and Sciences Publication (BEIESP). This is an open access article under the CC-BY-NC-ND license (http://creativecommons.org/licenses/by-nc-nd/4.0/)
Abstract: The high-rise structures are proposed for residential and commercial purposes. They may easily effect by seismic as well as wind loads, so the buildings get deformed and collapsed easily. To avoid these problems we consider p-delta effect in designing. As the number of stories increases p-delta effect becomes very important. The P-Δ effect is relevant in structural engineering problems, especially in civil engineering, where we’re dealing with large structures with proportionally decreasing small moments of inertia as they continue to be extended in absolute height. When designing structures, we may consider that they’re immune to lateral deformation, and may therefore not account for their behaviour when sudden buckling or beam-column-like behaviour is introduced. In this study p- delta (P-Δ) effect on high-rise building studied for the analysis of G+29 RCC framed building and models were done by ETABS2016. Seismic and wind loads are applied to model as per IS-1893 (2002) and IS-875 (PART-III). The displacements, storey drifts, Bending Moments and Shear Forces are compared to the different models by considering with and without P-delta effect and by providing shearwalls at different locations.
Keywords: P-Delta Effect (P-Δ), Displacement, Shear Wall, ETABS.
Scope of the Article: High Speed Networks