Analysis of Diagrid Structural System using Push over Analysis
Chava Venkatesh1, Chereddy Sonali Sri Durga2, Komma Hemanth Kumar Reddy3, Polu Sathish4, Muddineni Naresh.5
1Chava Venkatesh, Department of Civil Engineering, Vignan’s Foundation for Science, Technology and Research, Guntur, Andhra Pradesh, India.
2Chereddy Sonali sri durga, Department of Civil Engineering, Vignan’s Foundation for Science, Technology and Research, Guntur, Andhra Pradesh, India.
3Komma Hemanth Kumar Reddy, Department of Civil Engineering, Vignan’s Foundation for Science, Technology and Research, Guntur, Andhra Pradesh, India.
4Polu Sathish, Department of Civil Engineering, Vignan’s Foundation for Science, Technology and Research, Guntur, Andhra Pradesh, India.
5Muddineni Naresh, Department of Applied Engineering, Vignan’s Foundation for Science, Technology and Research, Guntur, Andhra Pradesh, India.
Manuscript received on 02 June 2019 | Revised Manuscript received on 10 June 2019 | Manuscript published on 30 June 2019 | PP: 845-847 | Volume-8 Issue-8, June 2019 | Retrieval Number: G5173058719/19©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: The present paper majorly focuses on the modern high raised buildings. Construction of high raised buildings is big asset to the developed and developing countries. Diagrid structures are very efficient as a point structural capability as well as aesthetic appearance. It is combination of couple of straight beams and triangulated beams and this entire system is tied with circular horizontal rings. In the present work G+10 storey building is modeled and analyzed with ETABS software with aspect ratio range of 2.67 to 4.26 and also adopted bracing angles are 78 º and 71º. In present study all the conditions are analyzed by pushover analysis.
Keyword: Aspect ratio, Diagrid structures, High raised buildings, Pushover analysis, Triangulated beams.
Scope of the Article: Structural Reliability Analysis.