H wang SJ, Lee H J. Analytical model for predicting shear strengths of interiorre inforced concrete beam column joints for seismic resistance [J].ACI Structural Journal, 2000, 97(1):35-44.
[8]
H wang SJ, Lee H J. Analytical model for predicting shear strengths of exteriorre inforced concrete beam column joints for seismic res istance [J].AC I Structural Journal 1999, 96(5):846-857.
[9]
H wang SJ, Lu W Y, Lee H J. Shear strength prediction for deep beams[J]. ACI Structural Journal, 2000, 97 (3):367-376.
Hsu Thom as T C. Toward a unified nomenclature for reinforced concrete theory[J]. Jou rnal of the Structural Engineering, ASCE, 1996, 122 (3):275-283.
[14]
H wang SJ, Lee H J. Strength prediction for discontinuity regions by softened strut and tie model[J]. Journal of The Structural Division, ASCE,2002, 128 (12):1519-1526.
[15]
Paulay T, Priestley M N J. Seismic design of rein forced concrete and masonry buildings[M]. New York:John Wiley & Sons, 1992.
[16]
Joh O, Goto Y, ShibataT. Behavior of rein forced concrete beam column joints with eccentricity [J]. Design of Beam Column Joints for Seismic Resistance, AC,I 1991, SP123-12:317-357.
