Design, testing and analysis of high ductile partial-strength steel-concrete composite beam-to-column joints
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[1] J. Mander,et al. Theoretical stress strain model for confined concrete , 1988 .
[2] Oreste S. Bursi,et al. Computational Models for the Low-Cycle Fatigue Behaviour of Composite Members and Joints , 2003 .
[3] A. Hillerborg,et al. Analysis of crack formation and crack growth in concrete by means of fracture mechanics and finite elements , 1976 .
[4] S. M. Uzumeri,et al. Constitutive Model for Reinforced Concrete Finite Element Analysis , 1991 .
[5] Wai-Fah Chen. Plasticity in reinforced concrete , 1982 .
[6] Le-Wu Lu,et al. CYCLIC TESTS OF FULL-SCALE COMPOSITE JOINT SUBASSEMBLAGES , 1989 .
[7] Stefano Caramelli,et al. Pseudo-dynamic testing of a 3D full-scale high ductile steel-concrete composite MR frame structure at ELSA , 2004 .
[8] Roberto T. Leon,et al. Seismic Response of Composite Moment-Resisting Connections. I: Performance , 1998 .
[9] Roberto T. Leon,et al. Seismic Response of Composite Moment-Resisting Connections. II: Behavior , 1998 .
[10] Barry Hilary Valentine Topping. Progress in Civil and Structural Engineering Computing , 2003 .
[11] Ulf Wickström,et al. Comments on calculation of temperature in fire-exposed bare steel structures in prEN 1993-1-2: Eurocode 3—design of steel structures—Part 1–2: general rules—structural fire design , 2005 .
[12] Stefano Caramelli,et al. Seismic design of beam-to-column connections for steel-concrete composite moment resisting frames , 2002 .
[13] K. Bathe. Finite Element Procedures , 1995 .