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|Title:||Seismic performance of precast hybrid-steel concrete connections||Authors:||Li, Bing.
Kulkarni, Sudhakar A.
Leong, Chee Lai.
|Keywords:||DRNTU::Engineering||Issue Date:||2009||Source:||Li, B., Kulkarni, S. A., & Leong, C. L. (2009). Seismic performance of precast hybrid-steel concrete connections. Journal of Earthquake Engineering, 13(5), 667–689.||Series/Report no.:||Journal of earthquake engineering||Abstract:||This article presents experimental and analytical investigations of hybrid-steel concrete connections. In the experimental study, four full-scale specimens including one cast-in-place and three precast specimens were tested under cyclic load reversals. The performance of the specimens in terms of energy dissipating capacity, cracking patterns, and variation of strains along the main reinforcement is described. However, due to the inherent complexity of beam-column joints and the unique features of the tested specimens, the experimental investigation was not sufficient enough to fully understand the influence of several parameters. Therefore, an analytical investigation based on the FE models using DIANA software is presented. Validation of the FE models against the experimental results has shown a good agreement. The critical parameters influencing the joint’s behavior such as the continuation of beam bottom reinforcement, column axial load, the size and embedded length of the angle sections are varied, and their effects including possible implications on code specifications are discussed.||URI:||https://hdl.handle.net/10356/94015
|DOI:||10.1080/13632460902837793||Rights:||© 2009 A.S. Elnashai & N.N. Ambraseys. This is the author created version of a work that has been peer reviewed and accepted for publication by Journal of earthquake engineering, Taylor & Francis. It incorporates referee’s comments but changes resulting from the publishing process, such as copyediting, structural formatting, may not be reflected in this document. The published version is available at: http://dx.doi.org/10.1080/13632460902837793.||Fulltext Permission:||open||Fulltext Availability:||With Fulltext|
|Appears in Collections:||CEE Journal Articles|
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