Prediction of initial stiffness and available rotation capacity of major axis composite flush endplate connections

被引:35
作者
Ahmed, B
Nethercot, DA
机构
[1] Department of Civil Engineering, University of Nottingham, Nottingham NG7 2RD, University Park
关键词
D O I
10.1016/S0143-974X(96)00053-3
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Knowledge of the initial rotational stiffness of a connection is important for the global elastic analysis of frame structures. Based on a simple force transfer mechanism and consideration of the behaviour of individual components, a method has been developed to predict the initial stiffness of composite flush endplate connections. The approach is conpatible with that proposed earlier to predict moment capacity for several types of composite connection In order to apply plastic analysis to frame structures a Knowledge of the available and the required relation capacities is necessary. A simple technique to determine the available rotation capacity of composite flush endplates is described herein. Taken together, the two methods represent key steps in the development of an approach to predict the main measures of the behaviour of composite endplate connections. Used in conjunction with the moment capacity and failure mode prediction method developed earlier by the authors, they provide a complete representation of the design properties of composite flush endplate connections. (C) 1997 Elsevier Science Ltd.
引用
收藏
页码:31 / 60
页数:30
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