Seismic performance of a 3D full‐scale high‐ductile steel–concrete composite moment‐resisting frame—Part II: Test results and analytical validation
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[1] L. Di Sarno,et al. Inelastic response of composite steel and concrete base column connections , 2007 .
[2] Guido De Roeck,et al. Damage detection of a steel–concrete composite frame by a multilevel approach: Experimental measurements and modal identification , 2008 .
[3] Charles W. Roeder,et al. General Issues Influencing Connection Performance , 2002 .
[4] Andrei M. Reinhorn,et al. IDARC2D, Version 4.0: A Computer Program for the Inelastic Damage Analysis of Buildings , 1996 .
[5] Oreste S. Bursi,et al. Design, testing and analysis of high ductile partial-strength steel-concrete composite beam-to-column joints , 2005 .
[6] Robert Tremblay,et al. Behaviour and modelling of partial‐strength beam‐to‐column composite joints for seismic applications , 2007 .
[7] Amr S. Elnashai,et al. Seismic design and performance of composite frames , 2004 .
[8] Kent A. Harries,et al. Discussion of "Seismic force modification factors for the proposed 2005 edition of the National Building Code of Canada" , 2004 .
[9] Ahmed Youssef Elghazouli. Earthquake resistance of composite beam-columns , 1991 .
[10] Stefano Caramelli,et al. 3D full-scale seismic testing of a steel-concrete composite building at ELSA , 2004 .
[11] Adrian Ciutina,et al. Seismic Response of Composite Structures Including Actual Behaviour of Beam-To-Column Joints , 2006 .
[12] Paolo Negro,et al. Pseudodynamic Capabilities of the ELSA Laboratory for Earthquake Testing of Large Structures , 1996 .
[13] Oreste S. Bursi,et al. Non-linear analysis of steel–concrete composite frames with full and partial shear connection subjected to seismic loads , 2005 .