Abstract
As concrete wall panel is gaining popularity in precast construction industry, better insight into its behaviour is of paramount importance. Considerable research has been carried out on concrete wall under axial loading. Most of the published literatures have proposed design equations for wall design purpose. In this aspect, the paper is aimed to review the design equations of one-way concrete wall. The limitations of existing design equations are subsequently identified.
Highlights
Concrete wall panel is becoming increasingly popular as a load bearing structural member to transfer load from roof to foundation
Due to the extremely conservative design approach provided in the early version of concrete design standards, concrete wall panel was mostly designed with little consideration of structural capacity to sustain load
More reliable data has proven that the early version of concrete design standard underestimated the capability of concrete wall panel to be used as structural member [2,3,4]
Summary
To cite this article: T Z H Ting et al 2020 IOP Conf. 943 012033 View the article online for updates and enhancements. Eng. 943 012033 View the article online for updates and enhancements This content was downloaded from IP address 86.25.202.227 on 16/02/2021 at 09:34. Series: Materials Science and Engineering 943 (2020) 012033 doi:10.1088/1757-899X/943/1/012033
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