Please use this identifier to cite or link to this item: https://hdl.handle.net/10356/95156
Title: Seismic behaviour of reinforced concrete beam-column joints with vertical distributed reinforcement
Authors: Li, Bing.
Tran, Cao Thanh Ngoc.
Keywords: DRNTU::Engineering
Issue Date: 2009
Source: Li, B., & Tran, C. T. N. (2009). Seismic behaviour of reinforced concrete beam-column joints with vertical distributed reinforcement. ACI Structural Journal, 106(6), 790-799.
Series/Report no.: ACI Structural Journal
Abstract: This paper presents the experimental and finite element (FE) investigations carried out on reinforced concrete (RC) beamcolumn joints with vertically distributed longitudinal reinforcement layers along its beam. Four full-scale interior beam-column joints with varying reinforcement within the beam are subjected to a constant column axial load and quasi-static horizontal cyclic load. The experimental results highlight and discuss its joint behavior such as hysteresis loops, cracking patterns, and failure mechanisms. The FE numerical models are validated by comparing with the experimental results obtained from tested specimens and previous research. Parametric studies are performed to investigate the complex behavior of the joints under the influence of axial loads, vertically distributed reinforcement layers, and in the amount of reinforcement provided.
URI: https://hdl.handle.net/10356/95156
http://hdl.handle.net/10220/8397
Rights: © 2009 American Concrete Institute. This paper was published in ACI Structural Journal and is made available as an electronic reprint (preprint) with permission of American Concrete Institute. The paper can be found at the following official: [http://www.concrete.org/PUBS/JOURNALS/OLJDetails.asp?Home=SJ&ID=51663180].  One print or electronic copy may be made for personal use only. Systematic or multiple reproduction, distribution to multiple locations via electronic or other means, duplication of any material in this paper for a fee or for commercial purposes, or modification of the content of the paper is prohibited and is subject to penalties under law.
Fulltext Permission: open
Fulltext Availability: With Fulltext
Appears in Collections:CEE Journal Articles

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