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6 Results:AA:DERIC J OEHLERS 0.93 sec.
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1
Some New Concepts in the Assessment of Composite Steel and Concrete Vehicular Bridge Beams
Some New Concepts in the Assessment of Composite Steel and Concrete Vehicular Bridge Beams
Deric J. Oehlers, | The Korean Society of Steel Structures | 2001 ,
2
Partial-Interaction Fatigue Assessment of Stud Shear Connections in Composite Bridge Beams
Partial-Interaction Fatigue Assessment of Stud Shear Connections in Composite Bridge Beams
Rudolf Seracino, Deric J. Oehlers and Michael F., | 국제구조공학회 | 2002 ,
3
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 ,
4
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 ,
5
Retrofitting Reinforced Concrete Beams By Bolting Steel Plates To Their Sides. Part 2: Transverse Interaction And rigid Plastic Design
Retrofitting Reinforced Concrete Beams By Bolting Steel Plates To Their Sides. Part 2: Transverse Interaction And rigid Plastic Design
Deric John Oehlers, Marfique Ahmed, Ninh T. Nguye, | 국제구조공학회 | 2000 ,
6
Retrofitting Reinforced Concrete Beams ByBolting Steel Plates To Their Sides. Part 1: Behaviour and Experiments
Retrofitting Reinforced Concrete Beams ByBolting Steel Plates To Their Sides. Part 1: Behaviour and Experiments
Marfique Ahmed, Deric John Oehlers and Mark Andre, | 국제구조공학회 | 2000 ,
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