Modeling moment-rotation characteristics for composite end plate connections

Y. J. Shi, Siu Lai Chan, Y. L. Wong

Research output: Chapter in book / Conference proceedingConference article published in proceeding or bookAcademic researchpeer-review

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 languageEnglish
Title of host publicationProceedings of the Engineering Foundation Conference
PublisherASCE
Pages849-857
Number of pages9
Publication statusPublished - 1 Jan 1997
Externally publishedYes
EventProceedings of the 1996 Engineering Foundation Conference on Composite Construction in Steel and Concrete III - Irsee, Germany
Duration: 9 Jun 199614 Jun 1996

Conference

ConferenceProceedings of the 1996 Engineering Foundation Conference on Composite Construction in Steel and Concrete III
CountryGermany
CityIrsee
Period9/06/9614/06/96

ASJC Scopus subject areas

  • Engineering(all)

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