Abstract
An analytical procedure is proposed in this paper to establish the nonlinear moment-rotation (M-Φ) characteristics of semi-rigid composite beam-to-column connections with flush end plates. The proposed analytical model, which has been verified with the available experimental results, can give sufficiently accurate M-Φ predictions. The predicted behaviour can easily be represented by an exponential function. The function can be directly incorporated into composite frame analysis to simulate the semi-rigid beam-to-column connections.
Original language | English |
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Title of host publication | Proceedings of the Engineering Foundation Conference |
Publisher | ASCE |
Pages | 849-857 |
Number of pages | 9 |
Publication status | Published - 1 Jan 1997 |
Externally published | Yes |
Event | Proceedings of the 1996 Engineering Foundation Conference on Composite Construction in Steel and Concrete III - Irsee, Germany Duration: 9 Jun 1996 → 14 Jun 1996 |
Conference
Conference | Proceedings of the 1996 Engineering Foundation Conference on Composite Construction in Steel and Concrete III |
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Country/Territory | Germany |
City | Irsee |
Period | 9/06/96 → 14/06/96 |
ASJC Scopus subject areas
- General Engineering