An experimental study on cyclic behaviour of reinforced concrete connections
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Mounir Khalil El Debs | Ana Lúcia Homce de Cresce El Debs | Gerson Moacyr Sisniegas Alva | A. Debs | M. Debs | G. Alva
[1] A. Sherif,et al. NONSEISMIC DESIGN OF BEAM-COLUMN JOINTS , 2003 .
[2] N. W. Hanson,et al. Seismic Resistance of Reinforced Concrete Beam-Column Joints , 1967 .
[3] J. K. Wight,et al. Exterior Reinforced Concrete Beam-to-Column ConnectionsSubjected to Earthquake-Type Loading , 1985 .
[4] R. Leon. Shear Strength and Hysteretic Behavior of Interior Beam-Column Joints , 1990 .
[5] Mohammad R. Ehsani,et al. High‐Strength RC Connections Subjected to Inelastic Cyclic Loading , 1991 .
[6] Richard H. Scott,et al. Intrinsic Mechanisms in Reinforced Concrete Beam-ColumnConnection Behavior , 1996 .
[7] Stephen Pessiki,et al. Implications of Experiments on the Seismic Behavior of Gravity Load Designed RC Beam-to-Column Connections , 1996 .
[8] P. G. Bakir,et al. A new design equation for predicting the joint shear strength of monotonically loaded exterior beam-column joints , 2002 .
[9] Stephen Pessiki,et al. Seismic Behavior of Lightly-Reinforced Concrete Column and Beam-Column Joint Details , 1990 .
[10] Patrick Paultre,et al. Seismic response of reinforced concrete frame subassemblages — a Canadian code perspective , 1989 .
[11] Tang Jiuru,et al. SEISMIC BEHAVIOR AND SHEAR STRENGTH OF FRAMED JOINT USING STEEL-FIBER REINFORCED CONCRETE , 1992 .
[12] S. El-Din Fahmy Taher,et al. Behaviour of reinforced high-strength concrete beam—column joint. Part 1: experimental investigation , 2003 .