• Avinash Kumar
• Vinod Kumar Modi

These days the designers working in structure fields are facing new issues as compared to the present trends of design especially for buildings that are tall and will have acceptable stiffness and high strength. It is a well-known fact that honeycombs structure is appropriate rigid so the seismic loading effect on the structure is greatly reduced; also this type structure uses natural energy as compared to conventional structures and theses are constructed by means of heavy materials. One of the main and important issue in the layout of high-rise buildings is lateral load system which therefore, the variable of selecting the structural system is sufficient resistance, stiffness, and ductility which depends on legitimate policy and are stated as the most important factors to be noted about high buildings, which are built on the parametric factors of sufficient resistance, stiffness, and ductility which is also changed with exceptionally large changes in that structure of lateral load. Therefore, on this look at, a new structural system has been prolonged that nominated new hexagrid. A structural building in diagrid shape having a tubular geometry is now used as an efficient option in addition to being a comparatively pleasing building system used for high-rise structures. A hexagrid type of structure is formed by the intersection of horizontal and diagonal elements. The STAAD pro program is used to model the structure of hexagrid systems using the vertical and diagonal members. The research parameter here adopted is the size and pattern of a hexagrid. For determining the structural behaviour of high and tall structures using hexagrid, a 15-storey, 45m high structures were constructed. Some of the dynamic and static outcomes of every model in the terms of inter storey time and drift period and displacement of storeys is discussed in this study. The research is concluded by observing an increase in carrying the lateral load with every module size increase of vertical hexagrids, in static analysis, the vertical hexagrids show better performance in higher module size. It was estimated that the value of drift in case of HP6 is high in value as compared with HP1, HP2, HP3, HP4 and HP5. In vertical hexagrids with the rising size of a module, the drift is also increased. Hence it becomes preferable to use large size vertical hexagrids modules.

Hexagrids, Tall Building Structures, Beehive structure

"Comparative Analysis of Tall Building Structures with a Hexa-Grid System", International Journal of Emerging Technologies and Innovative Research (www.jetir.org), ISSN:2349-5162, Vol.6, Issue 4, page no.490-500, April-2019, Available :http://www.jetir.org/papers/JETIR1904Q79.pdf

"Comparative Analysis of Tall Building Structures with a Hexa-Grid System", International Journal of Emerging Technologies and Innovative Research (www.jetir.org | UGC and issn Approved), ISSN:2349-5162, Vol.6, Issue 4, page no. pp490-500, April-2019, Available at : http://www.jetir.org/papers/JETIR1904Q79.pdf