Behaviour of Multistoried Composite Structures with Different Wind Velocities and Structure Heights
G. Durga Rama Naidu1, G. Tirupathi Naidu2, Duvvada Hariprasad3
1G. Durga Rama Naidu, Assistant Professor, Aditya Institute of Technology and Management, Tekkali (A.P), India.
2G. Tirupathi Naidu, Professor and Head, Department of Civil Engineering, Aditya Institute of Technology and Management, Tekkali (A.P), India.
3Duvvada Hariprasad, Student, Department of Civil Engineering, Aditya Institute of Technology and Management, Tekkali (A.P), India.
Manuscript received on 24 September 2018 | Revised Manuscript received on 30 September 2018 | Manuscript published on 30 November 2018 | PP: 142-145 | Volume-7 Issue-4, November 2018 | Retrieval Number: E1816017519©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 India concrete and rolled steel sections are used in construction activities, steel composites are often being used based on their advantages in heavy structure like multistoried structures and also in offshore structures. In this study we tried four composite structure models G+5, G+10, G+20, G+30 are considering with varying wind velocities 33,39,44,47,50,55m/s, as per IS875-part-3 and structure foundation depth is considered 2m below foundation level and the base conditions are fixed at the bottom or at the supports/footings. The structures modeled in ETABS structural analysis and design software by considering various loads and load combinations by their relative occurrence are considered the material properties considered are M30 concrete grade & FE415 reinforcing steel.
Keywords: Composite Structures, Wind Speeds, RCC, Multistoried Structures, Varying Heights
Scope of the Article: Composite Materials