期刊名称:International Journal of Innovative Research in Science, Engineering and Technology
印刷版ISSN:2347-6710
电子版ISSN:2319-8753
出版年度:2016
卷号:5
期号:7
页码:13652
DOI:10.15680/IJIRSET.2016.0507209
出版社:S&S Publications
摘要:In this era increasing in the population limiting in the land space and high in the cost of land, to saveagricultural land we go for tall buildings. When height of the building increases, the lateral loads will be increases thiscause failure of structure. In order to resist this lateral loads resisting systems have been introduced. Some of lateralresisting systems are of diagrid and Braced tubes are taken for this study.The plan of square and hexagonal are modeled for both Diagrid and Braced tube structures. The models arecompared for different plans of the structure, such as square and hexagonal, the maximum storey displacement, storeydrift, base shear, and time period, the structure is analyzed for seismic zone III and zone V and medium soil conditionas per IS 1893:2002 using ETABSv15 software. From the model braced structures is stiffer than the diagrid structures,since the columns are provided in periphery. Diagrid structures can be made effective by providing additional columnsnear periphery of the structure.