Loading...
Search for: compression-member
0.005 seconds

    Improving the performance of concentrically braced frame utilizing an innovative shear damper

    , Article Journal of Constructional Steel Research ; Volume 182 , 2021 ; 0143974X (ISSN) Bakhshayesh, Y ; Shayanfar, M ; Ghamari, A ; Sharif University of Technology
    Elsevier Ltd  2021
    Abstract
    Concentrically braced structures are one of the most common resistant systems in steel structures due to their high stiffness and lateral strength. However, when these structures are subjected to moderate and severe earthquakes, their compression member begins to buckle. Also, buckling of compression members in Concentrically Braced Frames (CBFs) decreases ductility and degradation of the hysteresis curve. Numerous studies have been performed to improve the behavior of CBFs. Using steel dampers is considered one of the appropriate ways to improve the behavior of CBFs. Although steel dampers improve the hysteretic behavior of the CBFs, they impose additional costs on structures. Therefore, in... 

    Behaviour of columns made from high strength steel

    , Article World Congress on Engineering 2016, WCE 2016, 29 June 2016 through 1 July 2016 ; Volume 2224 , 2016 , Pages 1184-1187 ; 20780958 (ISSN); 9789881404800 (ISBN) Said, M ; Kamalarajah, R ; Cashell, K. A ; Chizari, M ; Sharif University of Technology
    Newswood Limited  2016
    Abstract
    The buckling behaviour of compression members is very important in structural engineering especially those that are made from high strength steel (HSS). This paper presents an investigation into the behaviour of four columns which were designed according to EN 1993-1-1 (2005) so that the buckling capacity of both HSS and mild steel column was equal. A finite element model was created which included imperfections due to residual stresses as well as local and global imperfections. It was found that the buckling capacity of the columns made from 460 MPa steel was lower than that for similar capacity mild steel columns with a yield strength of 275 MPa. Accordingly, a buckling curve for HSS is... 

    Experimental and analytical investigation of concrete confined by external pre-stressed strips

    , Article Concrete Repair, Rehabilitation and Retrofitting II - Proceedings of the 2nd International Conference on Concrete Repair, Rehabilitation and Retrofitting, ICCRRR, 24 November 2008 through 26 November 2008, Cape Town ; 2009 , Pages 375-376 ; 9780415468503 (ISBN) Moghaddam, H ; Mohebbi, S ; Samadi, M ; Sharif University of Technology
    Abstract
    Strengthening is often a necessary measure to overcome an unsatisfactory deficient situation or where a new code requires the structure or a member of it to be modified to achieve new requirements. In the engineering practice such restraint to lateral dilation, indicated by the name of confinement, has been traditionally provided to compression members through steel transverse reinforcement in the form of spirals, circular hoops or rectangular ties. Steel and concrete jackets are other techniques for providing additional confinement for compression members, too. This paper presents the results of experimental and analytical study on the application of strapping technique for retrofitting of...