Analysis of A Steel Structure With Knee Bracings By Response Spectrum Method
Ambati Supraja1, P. Prasanthi2
1Ambati Supraja, Assistant Professor, Department of Civil Engineering, BVRIT, Narsapur, Medak (Telangana), India.
2P. Prasanthi, Assistant Professor, Department of Civil Engineering, BVRIT, Narsapur, Medak (Telangana), India.
Manuscript received on 12 May 2019 | Revised Manuscript received on 19 May 2019 | Manuscript Published on 23 May 2019 | PP: 1893-1904 | Volume-7 Issue-6S5 April 2019 | Retrieval Number: F13390476S519/2019©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: In this study the seismic impact of distinctive sorts of steel bracings was examined. A comparison of knee braced steel outline with other sorts of bracings had been done. Execution of each outline had been considered utilizing non-linear static analysis investigation and non linear time history analysis investigation. Different parameters such as displacement and stiffness were considered. Advance optimization think about was carried out to choose the appropriate sort of the bracing design by keeping the inter-story float, add up to horizontal relocation and stretch level inside passable restrain. Point of consider was to compare comes about of seismic examination of tall rise steel building with distinctive design of bracing framework and without bracing system.
Keywords: Knee Bracing, X-Bracing, V-bracing, Inverted V-Bracing, Response Spectrum Analysis.
Scope of the Article: Behaviour of Structures