مدل‌سازی قاب‌های مختلط خمشی RCS و تأثیر رفتار اتصالات بر روی رفتار کلی این قاب‌ها

[1]        Griffis, L. G., "Some Design Considerations for Composite-Frame Structures", AISC Engineering Journal, 1986, (2), 59-64.

[2]        ASCE Task Committee on Design Criteria for Composite Structures in Steel and Concrete, "Guidelines for Design of Joints between Steel Beams and Reinforced Concrete Columns", Journal of Structural Engineering, 1994, 120 (8), 2330-2357.

[3]        Sheikh, T. M., Yura, J. A., Jirsa, J. O., "Moment Connections between Steel Beams and Concrete Columns", PMFSEL Report No. 87-4, University of Texas at Austin, Austin, US, 1988.

[4]        Deierlein, G. G., Yura, J. A.; Jirsa, J. O., "Design of Moment Connections for Composite Framed Structures", 1988, PMFSEL Report No. 88-1, University of Texas at Austin, Austin, Tex.

[5]        Kanno, R., "Strength, Deformation, and Seismic Resistance of Joints between Steel Beams and Reinforced Concrete Columns", PhD thesis, Cornell University, US, 1993.

[6]        Parra-Montesinos, G., Wight, J. K., “Modeling Shear Behavior of Hybrid RCS Beam-Column Connections", Journal of Structural Engineering, 2001, 127 (1), 1-3.

[7]        Cordova, P. P., Deierlein, G. G., "Validation of the Seismic Performance of Composite RCS Frames: Full-Scale Testing, Analytical Modeling, and Seismic Design", PhD thesis, Department of Civil and Environmental Engineering, Stanford University, US, 2005.