5CHAKER A A, CHERIFATI A. Influence of masonry infill panels on the vibration and stiffness characteristics of R/C frame buildings [ J ]. Earthquake Engineering and Structural Dynamics, 1999, 28(9).
6FRENCH CW, MOEHLE JP. Effect of floor slab on behavior of slab- beam-column connections [ J ]. Design of Beam-Column Joints for Seismic Resistance, SP-123, American Concrete Institute, Farmington Hills, Mich., 1991.
7LEON RT. The effect of floor member size on the behavior of reinforced concrete beam-column joints[ J ]. Proceedings of 8th World Conference on Earthquake Engineering, San Francisco, Calif., 1984.
8PAULAY T. Developments in the design of ductile reinforced concrete Frames [ J ]. Bulletin of the New Zealand National Society for Earthquake Engineering, 1979, 12(1).
9AMMERMAN OV, WOLFGRAM-FRENCH C. RC beam-column-slab subassemblages subjected to lateral loads [J].Journal of Structural Engineering, 1989, 115(6).
10CHEUNG PC, PAULAY T, PARK R. New Zealand tests on full-scale reinforced concrete beam-column-slab subassemblages designed for earthquake resistance[ R]. Design of Beam-Column Joints for Seismic Resistance, SP-123, American Concrete Institute, Farmington Hills,Mich., 1991.
