Response of High Rise Building with Different Diagrid Structural System

Author(s):

Snehal S. Mali , Saraswati college of Engineering Kharghar; D. M. Joshi, Saraswati college of Engineering Kharghar; Roshni John, Saraswati college of Engineering Kharghar

Keywords:

Diagrid system, Conventional structure, method of analysis, ETABS, lateral displacement

Abstract:

In the recent years, due to lack of land the construction of high rise buildings widely increases. And these buildings are affected by lateral loads due to wind or earthquake. To resist these lateral loads lots of construction methods are available. Diagrid structural system is one of the most effective systems due to its efficiency and flexibility in architectural planning. In this system peripheral columns of the building are eliminated and this constructs the main difference between diagrid and orthogonal structure. The present work is made for studying the response of high rise building with different diagrid structural system. To this aim response of four different diagrid structures of (G+30) storey are carried out to obtain optimized position of diagrid. And response of this diagrid building is compared with conventional building by providing same parameters to both the buildings. The analysis of the building is carried out by using ETABS software. The results obtained in terms storey displacement.

Other Details:

Manuscript Id	:	IJSTEV4I5020
Published in	:	Volume : 4, Issue : 5
Publication Date	:	01/12/2017
Page(s)	:	144-150

Download Article