Please use this identifier to cite or link to this item: https://hdl.handle.net/10356/89273
Title: Seismic behaviour of non-rectangular structural RC wall in the weak axis
Authors: Zhang, Zhongwen
Li, Bing
Keywords: Cores
Structural Design
DRNTU::Engineering::Civil engineering
Issue Date: 2017
Source: Zhang, Z., & Li, B. (2017). Seismic behaviour of non-rectangular structural RC wall in the weak axis. Magazine of Concrete Research, 69(12), 606-617. doi:10.1680/jmacr.16.00419
Series/Report no.: Magazine of Concrete Research
Abstract: Structural reinforced concrete (RC) walls can have very different lengths and widths. Previous investigations have focused on the seismic properties of structural RC walls in the strong axis in which the length of the wall is greater than the width of the wall. The seismic behaviour of structural RC walls in the weak axis, where the wall length is less than its width, is insufficiently investigated. This paper reports on experimental studies on the seismic behaviour of two non-rectangular RC walls loaded in the weak axis. The experimental results are presented in terms of cracking patterns, failure mechanisms, hysteresis responses, the component of deformation and the distributions of vertical strains in the flange. The experimental results are discussed, and emphasise the accuracy of existing design methods for non-rectangular RC walls in the weak axis, including design methods for the stiffness, the shear lag effect and the shear strength.
URI: https://hdl.handle.net/10356/89273
http://hdl.handle.net/10220/46152
ISSN: 0024-9831
DOI: http://dx.doi.org/10.1680/jmacr.16.00419
Rights: © 2017 ICE Publishing. This paper was published in Magazine of Concrete Research and is made available as an electronic reprint (preprint) with permission of ICE Publishing. The published version is available at: [http://dx.doi.org/10.1680/jmacr.16.00419]. 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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