Investigating the behavior of boundary elements in steel shear walls with different connections
steel shear walls
DOI:
https://doi.org/10.14311/CEJ.2021.04.0071Keywords:
Steel structures, Steel shear walls (SSWs), Inserting plate, Numerical analysis, ABAQUS softwareAbstract
In the recent five decades, steel shear walls have been one of the most important systems in the construction and rehabilitation of many structures. The system has many advantages including high strength and stiffness, high ductility and excellent energy dissipation capacity. Steel shear walls are made and executed in different types. These include walls with and without stiffeners as well as composites. Recent research shows that they are a type of steel shear wall in which the infill plate is slightly away from the boundary members. In fact, there is no connection between the infill plate and one of boundary members. Therefore, in this study, the behavior of traditional one-story-one-span steel shear walls with 4 different lengths was investigated. For comparison, walls in which the sheet was attached only to a beam or column were examined. Obtained results from the study showed that the lateral bearing capacity of samples with free beam or free column is less than that of samples with full connection, on average 20%. Also, the strength of the samples with free column is slightly higher than the samples with free beam. In addition, boundary members, especially columns, are much less affected by forces in free-column specimens than in other specimens, and this could decreases economical costs.
Downloads
References
P.A. Timler, C.E. Ventura, H. Prion, R. Anjam, Experimental and analytical studies of steel plate shear walls as applied to the design of tall buildings, The Structural Design of Tall and Special Buildings 7 (1998) 233–249.
A. Astaneh-Asl, Seismic Behavior and Design of Steel Shear Walls, Steel Tips, Structural Steel Educational Council, Technical Information and Product Service, 2001.
A. Jahanpour, J. Jön&TDREFS;sson, H. Moharrami, Seismic behavior of semi-supported steel shear walls, Journal of Constructional Steel Research 74 (2012) 118–133.
A. Jahanpour, H. Moharrami, Evaluation of behavior of the secondary columns in semi-supported steel shear walls, Thin-Walled Structures 93 (2015) 94–101.
M. Xue, L.W. Lu, Monotonic and cyclic behavior of in-filled steel shear panels, in: Proc. Seventeenth Czech and Slovak International Conf. on Steel Structures and Bridge, 1994.
M. Xue, L.W. Lu, Influence of steel shear wall panels with surrounding frame members, in: Proc. SSRC Annual Technical Session, 1994.
I. Choi and H. Park, CYCLIC TEST FOR FRAMED STEEL PLATE WALLS WITH VARIOUS INFILL PLATE DETAILS, the 14th World Conference on Earthquake Engineering
October 12-17, 2008, Beijing, China
Lanhui Guo, Qin Rong, Xinbo Ma, and Sumei Zhang, Behavior of Steel Plate Shear Wall Connected to Frame Beams Only, International Journal of Steel Structures December 2011
In-Rak Choi and Hong-Gun Park, Ductility and Energy Dissipation Capacity of Shear-Dominated Steel Plate Walls, J. Struct. Eng. 2008.134:1495-1507
Hong-Gun Park; Jae-Hyuk Kwack; Sang-Woo Jeon; Won-Ki Kim; and In-Rak Choi, Framed Steel Plate Wall Behavior under Cyclic Lateral Loading, J. Struct. Eng. 2007.133:378-388
Sabelli R, Bruneau M. Design guide 20: steel plate shear walls, American Institute of Steel Construction. Chicago, IL, USA 2007.
ABAQUS Version 14.1. (2014). ABABUS user’s manual, Hibbitt, Karlsson, and Sorenson Inc. (HKS), Pawtucket, R. I, USA
H. Krawinkler, Loading histories for cyclic test in support of performance assessment of structural components, in: 3rd International Conference on Advances in Experimental Structural Engineering, San Francisco, 2009.
Downloads
Published
How to Cite
Issue
Section
License
Copyright (c) 2021 Stavební obzor - Civil Engineering Journal
This work is licensed under a Creative Commons Attribution-NonCommercial 4.0 International License.
Authors who publish with this journal agree to the following terms:
- Authors retain copyright and grant the journal right of first publication with the work simultaneously licensed under a Creative Commons Attribution License that allows others to share the work with an acknowledgement of the work's authorship and initial publication in this journal.
- Authors are able to enter into separate, additional contractual arrangements for the non-exclusive distribution of the journal's published version of the work (e.g., post it to an institutional repository or publish it in a book), with an acknowledgement of its initial publication in this journal.
- Authors are permitted and encouraged to post their work online (e.g., in institutional repositories or on their website) prior to and during the submission process, as it can lead to productive exchanges, as well as earlier and greater citation of published work (See The Effect of Open Access).