文章基本信息

标题：Comparative Study of Seismic Behaviour for Steel and Aluminium Framed Structures with Using Shear Links Brace
本地全文：下载
作者：Om Prakash Mishra ; Prof. Sudhir S. Bhadauria ; Prof. Suresh S. Kushwaha 等
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：2017
卷号：6
期号：8
页码：17480
DOI：10.15680/IJIRSET.2017.0608281
出版社：S&S Publications
摘要：As population of India is increasing rapidly, there is a high requirement of more shelters to settle downthis population, thus there is a high demand of tall structure. Tall structures are generally facing a problem of lateralforces such as wind & seismic forces, in this study seismic forces are considered, which may causes failure of structuretherefore to counteract these vast lateral forces there is need to have some special techniques in such tall structures. Inthis study some extra innovative technique are used to stabilize the structure by providing bracings and shears links inthe structure and prepared a comparison between bare frame, frame with bracings and shear links with two differenttype of material such as steel and aluminium. For this Comparative study symmetrical plan of G+6 floors areconsidered in seismic zones IV & medium type soil as per I.S. 1893 part 1 2002. For analysing and modelling purposeSTAAD.Pro programming is utilized and study is done on the premise of maximum storey displacement, axial forces,shear forces, maximum bending, storey drift, stiffness and displacement in X and Z direction. In this study 13 loadingcombination in each case as per Indian Standards are considered, dimensions of column and beam are taken as (400mm x 400 mm) and (400 mm x 230 mm) respectively in all the cases. Result of all the cases are in the manner,aluminium bracing with shear link shows better result as compared to steel bracing with shear link on all parameters,steel bracing frame shows better results as compare to aluminium bracing.
关键词：Structural analysis; staad.pro; axial force; soil; seismic zone; shear links; bracings.