Please use this identifier to cite or link to this item: https://hdl.handle.net/10356/95503
Title: Seismic behavior of reinforced concrete interior wide-beam column joints
Authors: Kulkarni, Sudhakar A.
Li, Bing.
Keywords: DRNTU::Engineering
Issue Date: 2009
Source: Kulkarni, S. A., & Li, B. (2009). Seismic behavior of reinforced concrete interior wide-beam column joints. Journal of Earthquake Engineering, 13(1), 80-99.
Series/Report no.: Journal of earthquake engineering
Abstract: In this article, experimental and finite element (FE) numerical investigations on interior wide-beam column joints are presented. The experimental research consisting of three full-scale interior widebeam column specimens was carried out at Nanyang Technological University, Singapore to study the seismic behavior. Details of the test results are discussed to understand the specimens’ seismic performance in terms of general behavior, hysteresis loops response, and strain profiles of longitudinal reinforcement. In the FE numerical study, the three-dimensional (3D) model developed is validated by comparing the analysis results with the experimental test results, which has shown a good agreement. A parametric study is performed to elucidate more information and to understand the influence of critical parameters affecting the joint behavior such as column axial load, beam anchorage ratio, and wide beam participation.
URI: https://hdl.handle.net/10356/95503
http://hdl.handle.net/10220/8591
ISSN: 1363-2469
DOI: 10.1080/13632460802211941
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: [DOI: http://dx.doi.org/10.1080/13632460802211941].
Fulltext Permission: open
Fulltext Availability: With Fulltext
Appears in Collections:CEE Journal Articles

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