Comparison Between Seismic and Nonseismic Analysis of Multistorey Building
P. Harihara Venkata Nagasai1, V. Bhargav Reddy2, Rama Krishna Kolli3, Lingeshwaran Nagarathinam4
1P. Harihara Venkata Nagasai, B.Tech Student, Department of Civil Engineering, Koneru Lakshmaiah Education Foudation, Guntur (A.P), India.
2V. Bhargav Reddy, B.Tech Student, Department of Civil Engineering, Koneru Lakshmaiah Education Foudation, Guntur (A.P), India.
3Rama Krishna Kolli, P.G. Student, Department of Civil Engineering, Koneru Lakshmaiah Education Foudation, Guntur (A.P), India.
4Lingeshwaran Nagarathinam, Assistant Professor, Department of Civil Engineering, Koneru Lakshmaiah Education Foudation, Guntur (A.P), India.
Manuscript received on 03 May 2019 | Revised Manuscript received on 15 May 2019 | Manuscript Published on 28 May 2019 | PP: 672-676 | Volume-7 Issue-6C2 April 2019 | Retrieval Number: F11240476C219/2019©BEIESP
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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: Earthquakes are very common in all part of the world, geographical statistics of India show that almost 54% of the land is vulnerable to earthquakes. It is estimates that around 200 million city dwellers in India will be exposed to earthquakes by 2050.In recent scenario most of the structure are high raised multi-storey buildings which are designed to withstand the seismic forces . SAP2000 stands for Structural Analysis Programming and its commonly used to analyse concrete structures, steel structures, parking garages, skyscrapers, low and high raise buildings In this paper analysing and design of G+7 (Hostel building) & comparing the support reaction of a seismic and non-seismic analysis of the multi-storey building by using SAP2000 & the loads are assigned as per the IS codal provisions and by using the support reaction further proceed to the different type of footings, various soil parameters. The site conditions we are considering are AMARAVTI the new capital city of A.P, it is located over zone III and soil type is mostly black cotton soil.
Keywords: Multistorey Building, SAP2000, Seismic Analysis, Support Reactions.
Scope of the Article: Building Energy