Seismic performance of a 3D full-scale high-ductile steel-concrete composite moment-resisting frame-Part II: Test results and analytical validation

Author:

Braconi A.,Bursi O. S.,Fabbrocino G.,Salvatore W.,Taucer F.,Tremblay R.

Publisher

Wiley

Subject

Earth and Planetary Sciences (miscellaneous),Geotechnical Engineering and Engineering Geology

Reference28 articles.

1. Behaviour and modelling of partial-strength beam-to-column composite joints for seismic applications;Braconi;Earthquake Engineering and Structural Dynamics,2007

2. Design, testing and analysis of high ductile partial-strength steel-concrete composite beam-to-column joints;Salvatore;Computers and Structures,2005

3. Inelastic response of composite steel and concrete base column connections;Di Sarno;Journal of Constructional Steel Research,2006

4. CEN. Eurocode 8: design of structures for earthquake resistance. Part 1: general rules, seismic actions and rules for buildings, prEN 1998-1. Draft May 2002, European Committee for Standardization, Brussels, Belgium, 2002.

5. Elghazouli AY. Earthquake resistance of composite beam-columns. Ph.D. Thesis, Civil Engineering Department, Imperial College of Science, Technology and Medicine, University of London, U.K., 1992.

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