Fu, Feng and Lam, Dennis and Ye, Jianqiao (2010) Moment resistance and rotation capacity of semi-rigid composite connections with precast hollowcore slabs. Journal of constructional steel research, 66 (3). pp. 452-461. ISSN 0143-974XFull text not available from this repository.
Semi-rigid composite connections with precast hollowcore slabs are a newly developed technique with few applications in current construction practice. The research on the structural behaviour of this new type of connection is limited, with no existing method available to predict its important characteristics such as moment and rotation capacities. In this paper, based on the parametric studies of the three-dimensional finite element model and full-scale tests, analytical methods to calculate the moment and rotation capacity of this type of composite joint are proposed. A comparison between the proposed calculation method and the full-scale test results was made, and good agreement was obtained. (C) 2009 Elsevier Ltd. All rights reserved.
|Journal or Publication Title:||Journal of constructional steel research|
|Uncontrolled Keywords:||Connection ; Semi-rigid ; Moment capacity ; Rotation capacity ; Finite element ; Modelling|
|Subjects:||T Technology > TA Engineering (General). Civil engineering (General)|
|Departments:||Faculty of Science and Technology > Engineering|
|Deposited On:||18 May 2012 17:01|
|Last Modified:||24 Jan 2014 05:25|
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