ANALYZING THE HIGH RISE STRUCTURE WITH LATERAL LOADS

Authors

  • Rahul Ramdas Pagade Research Scholar, M.Tech. Student, Department of Civil Engineering, CSMSS Chh. Shahu College of Engineering, Chh. Sambhajinagar.
  • Dr. D. B. Mohite Research Scholar, M.Tech. Student, Department of Civil Engineering, CSMSS Chh. Shahu College of Engineering, Chh. Sambhajinagar.

DOI:

https://doi.org/10.29121/shodhkosh.v4.i2.2023.6511

Keywords:

Diagrid Structure, External Braces Slope, Response Spectrum Method, Base Shear, Story Shear, Top Story Displacement, Time Period, Storey Drift, Aspect Ratio

Abstract [English]

Multi-storey building requirements are increasing day by day. There are various different new technologies which are developed regarding construction technique, material, type of system and analysis and design. Recently, the diagrid structural system has been widely used for tall buildings due to structural efficiency and aesthetic potential provided by triangulation of the system. Diagrid structures for tall buildings are very popular among engineers and architects. It is one of the evocative structural design solutions for sustainable tall buildings which are embraced by the diagrid structural scheme.
In this paper, a thirty five storey residential diagrid structure with plan size 22.5 m × 21.65 m located in seismic zone III is considered for analysis. ETABS software is used for modelling and the analysis of seismic performance of typical diagrid structures was investigated. All structural members are designed as per IS 456: 2000 and load combinations of seismic forces are considered as per IS 1893 (Part I) 2016. Diagrid structures with various slopes of external braces were designed and their seismic performances were evaluated using dynamic linear method that is response spectrum method. A normal R.C.C frame residential structure is designed with the same designed loads and their seismic performance were evaluated.
The comparison done on various parameters like base shear, story shear, top story displacement, time period and storey drift are plotted graphically to study the pattern of variation in diagrid structures with various slopes of external braces and normal frame structure. In diagrid structure, the major portion of lateral load is taken by external diagonal members who in turn release the lateral load in inner columns. It also concludes optimum diagrid angle for economical design and aspect ratio for the use of diagrid in case of residential buildings.

References

Mir M. Ali and Kyoung Sun Moon, 2007, “Structural Developments in Tall Buildings: Current Trends and Future Prospects”, Architectural Science Review, 16(2), 205-223 DOI: https://doi.org/10.3763/asre.2007.5027

Kyoung Sun Moon, 2008, “Optimal Grid Geometry of Diagrid Structures for Tall Buildings”, Architectural Science Review, Volume 51.3, Pp 239-251 DOI: https://doi.org/10.3763/asre.2008.5129

Chonghou Zhang et al., 2012, “Diagrid tube structures composed of straight diagonals with gradually varying angles”, The Structural Design of Tall and Special Buildings-Wiley Online Library, 21, 283–295 DOI: https://doi.org/10.1002/tal.596

Giovanni Maria Montuori et al, 2013, “Design criteria for diagrid tall buildings: Stiffness versus strength”, The Structural Design of Tall and Special Buildings-Wiley Online Library, 24, 421. DOI: https://doi.org/10.1002/tal.1144

Khushbu D. Jani and Paresh V. Patel, “Design of Diagrid Structural System for High Rise Steel Buildings as Per Indian Standards”, Structures Congress, 2013

Feng Zhao and C. Zhang, 2014, “Diagonal arrangements of diagrid tube structures for preliminary design”, Structural Design Of Tall Buildings-Wiley Library, 36, 283. DOI: https://doi.org/10.1002/tal.1159

Vinubhai Patel and N. Panchal, 2014, “Diagrid Structural System: Strategies to Reduce Lateral Forces on Building”, IJRET, Volume 5.

Raghunath .D. Deshpande et al., 2015, “Analysis And Comparison Of Diagrid And Conventional Structural System”, International Journal Of Science, Engineering And Technology, Volume 02, Issue 03.

Chiara Passoni, 2016, “Diagrid solutions for a sustainable seismic, energy, and architectural upgrade of European RC buildings”, XII International Conference on Structural Repair and Rehabilitation, CINPAR2016.

Giulia Angelucci and Fabrizio Mollaioli, 2017, “Diagrid structural systems for tall buildings: Changing pattern configuration through topological assessments”, The Structural Design Of Tall and Special Buildings-Wiley Online Library, 1-17. DOI: https://doi.org/10.1002/tal.1396

Bureau of Indian Standards “Criteria for Earthquake Resistant Design of Structures” IS Code 1893 (Part1): 2016.

Indian Standard Code for Design loads (Other than Earthquake) for buildings and structures – Code of practice, IS 875: 2015 (Part – 3) Wind loads, Bureau of Indian Standard, New Delhi.

Indian Standard Code of practice for Design loads (Other than Earthquake) for buildings and structures, IS 875: 1987 (Part – 2) Imposed loads, Bureau of Indian Standard, New Delhi.

Indian Standard Code of practice for Design loads (Other than Earthquake) for buildings and structures, IS 875: 1987 (Part – 1) Dead loads, Bureau of Indian Standard, New Delhi.

Downloads

Published

2023-12-31

How to Cite

Pagade, R. R., & D. B. Mohite. (2023). ANALYZING THE HIGH RISE STRUCTURE WITH LATERAL LOADS. ShodhKosh: Journal of Visual and Performing Arts, 4(2), 6013–. https://doi.org/10.29121/shodhkosh.v4.i2.2023.6511