Vol. 4 No. 13 (2018) · Articles
Kinjal P. Patel
P.G. Student, Department of Civil Engineering, CGPIT, Uka Tarsadia University, IN
Ass. Prof. Hardik Patel
P.G. Student, Department of Civil Engineering, CGPIT, Uka Tarsadia University, IN
Ass. Prof. Hitesh K. Dhameliya
P.G. Student, Department of Civil Engineering, CGPIT, Uka Tarsadia University, IN
Keywords: high rise steel building, diagrid structural system, lateral load resistance, geometrical patterns
Advances in structural engineering and Technology, a significant growth has been widely increasing
structural system of high rise steel buildings. In structural systems, Diagrid system in high rise buildings are very
popular among engineers and architects. It is important to study diagrid structures under lateral loads such as wind
load or seismic load. It has played a major role due to their inherent aesthetic quality, structural efficiency and
geometrical versatility. Form the study it was analysed; all diagrid models had an exhibited problem concerning
stability of interior columns and local flexibility. To overcome problem; this paper was review about diagrid
configurations, geometrical patterns, design and construction methods for diagrid node under wind or seismic loading.
This study was gives good indication on preliminary design of diagrid structural behaviour and efficiency under
various parameters are presented.
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Kinjal P. Patel, Ass. Prof. Hardik Patel, Ass. Prof. Hitesh K. Dhameliya, “REVIEW ON OPTIMIZATION OF STRUCTURAL DEVELOPMENTS FOR HIGH RISE- STEEL BUILDINGS: THE CASE OF DIAGRID,” International Journal of Technical Innovation in Modern Engineering & Science, vol. 4, no. 13, pp. -, Sep 2018.
Copyright (c) 2018 Kinjal P. Patel, Ass. Prof. Hardik Patel, Ass. Prof. Hitesh K. Dhameliya
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