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1
Retrofitting By Adhesive Bonding Steel Plates To The Sides of R.C. Beams Part 2: Debonding of Plates Due To Shear and Design Rules
Retrofitting By Adhesive Bonding Steel Plates To The Sides of R.C. Beams Part 2: Debonding of Plates Due To Shear and Design Rules
Deric. J. Oehlers, Ninh T. Nguyen and Mark A. Bra, | 국제구조공학회 | 2000 ,
2
Retrofitting By Adhesive Bonding Steel Plates To The Sides of R.C. Beams Part1: Debonding of Plates Due To Flexure
Retrofitting By Adhesive Bonding Steel Plates To The Sides of R.C. Beams Part1: Debonding of Plates Due To Flexure
Deric. J. Oehlers, Ninh T. Nguyen and Mark A. Bra, | 국제구조공학회 | 2000 ,
3
Isolated RC Wall Subjected To Biaxial Bending Moment and Axial Force
Isolated RC Wall Subjected To Biaxial Bending Moment and Axial Force
Honggun Park(Korea), | 국제구조공학회 | 2000 ,
4
Free Vibration Anaysis of a Non-Uniform Beam With Multiple Point Masses
Free Vibration Anaysis of a Non-Uniform Beam With Multiple Point Masses
Jong-Shyong Wu and Mang Hsieh(R.O.C), | 국제구조공학회 | 2000 ,
5
Serendipity And Bubble Plus Hierarchic Finite Elements For Thin To Thick Plates
Serendipity And Bubble Plus Hierarchic Finite Elements For Thin To Thick Plates
Lucia Della Croce and Terenzio Scapolla(Italy), | 국제구조공학회 | 2000 ,
6
Analysis and Design of Metal-Plate-Connected Joints Subjected To Buckling Loads
Analysis and Design of Metal-Plate-Connected Joints Subjected To Buckling Loads
R. Hussein(U.S.A.), | 국제구조공학회 | 2000 ,
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