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Semi-rigid connections between I-beams and CHS or RHS columns
Semi-rigid connections between I-beams and CHS or RHS columns: Technical interim report no. 3, Period July 1 1992 - June 30 1993
Semi-rigid connections between I-beams and tubular columns
Semi-rigid connections between I-beams and tubular columns: Technical interim report No.5., Period Jan 1-Dec 31, 1992
Semi-rigid connections between I-beams and tubular columns
Semi-rigid connections between I-beams and tubular columns: Technical interim report no. 6. Period Jan 1 - Jun 30 1993
The static behaviour of multiplanar connections between I-beams and rectangular hollow section columns
The static behaviour of multiplanar connections between I-beams and rectangular hollow section columns
The influence of reinforced concrete infill in RHS columns on the static strength of plate to RHS column connections
The influence of reinforced concrete infill in RHS columns on the static strength of plate to RHS column connections: Period 1 March to 1 September 1993
The development of design methods for the cost-effective applications of Multiplanar joints
The development of design methods for the cost-effective applications of Multiplanar joints: Phase 2: Statie strength of multiplanar connections in rectangular hollow sections Final Report, Part 1, Experimental and numerical investigation on the stati.c strength of multiplanar welded DX- and X-joints in RHS
The developement of design methods for the cost-effective applications of multiplanar joints
The developement of design methods for the cost-effective applications of multiplanar joints: Phase 2: Static Strength of Multiplanar Connections of Rectangular Hollow Sections Final Report, Part 2 Numerical investigation of the static strength of multiplanar welded T-Joints in R.H.S.
Numerical determination of the maximum strength of joints based on their stiffness behaviour (draft)
Numerical determination of the maximum strength of joints based on their stiffness behaviour (draft)
Fatigue behaviour of multiplanar welded hollow section joints and reinforcement measures for repair
Fatigue behaviour of multiplanar welded hollow section joints and reinforcement measures for repair: Final Report - Part V: Evaluation and design recommendations
Semi-rigid connections between I-beams and tubular columns
Semi-rigid connections between I-beams and tubular columns: Technical report no. 4 . , Period Jan 1 - Jun 30, 1992
Semi-rigid connections between I-beams and tubular columns
Semi-rigid connections between I-beams and tubular columns: Technical interim report no.2. Period Jul 1 1991 - June 30 1992
Fatigue behaviour of multiplanar welded hollow section joints and reinforcement measures for repair
Fatigue behaviour of multiplanar welded hollow section joints and reinforcement measures for repair: FinaLReport, Part IV: Numerical investigation on K-type joints in CHS and RHS in complete girders
Semi-Rigid connections between I-beams and high strength steel tubular columns
Semi-Rigid connections between I-beams and high strength steel tubular columns: Technical Report No.3., Period Jul 1-Dec 31, 1991
Fatigue behaviour of multiplanar welded hollow section joints and reinforcement measures for repair
Fatigue behaviour of multiplanar welded hollow section joints and reinforcement measures for repair: Final Report, Part I: Experimental investigation on K-type joints between CHS in complete girders
Fatigue behaviour of multiplanar welded hollow section joints and reinforcement measures for repair
Fatigue behaviour of multiplanar welded hollow section joints and reinforcement measures for repair: Final report, Part II, Experimental investigation on K-joints between R.H.S in complete girders
Fatigue behaviour of multiplanar welded hollow section joints and reinforcement measures for repair
Fatigue behaviour of multiplanar welded hollow section joints and reinforcement measures for repair: Final Report - Part I: Experimental investigation on K- type joints between CHS in complete girders
Numerical analysis of offshore deck joints between H hot­rolled sections
Numerical analysis of offshore deck joints between H hot­rolled sections: Final Report
The static strength of multiplanar connections between I-beams and rectangular hollow section columns
The static strength of multiplanar connections between I-beams and rectangular hollow section columns: Technical report No.l. Period November 1, 1991 - July 31, 1992
Numerical analysis of offshore deck joints between H hot rolled sections
Numerical analysis of offshore deck joints between H hot rolled sections: Part 3: Finite Element Analyses on Joint Types 2, 3 and 4 in Steel Grade Fe E 355 and Fe E 460
The static strength of uniplanar tubular x- joints loaded by in-plane and out-of-plane bending
The static strength of uniplanar tubular x- joints loaded by in-plane and out-of-plane bending
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