Semi-rigid connections between t-beams and high strength steel tubular columns: Technical report no.2., period january 1 - june 30, 1991

Research into the static strength of multiplanar connections in rectangular hollow section: Part 1; Activities in The Numerical Research Programme

Fatigue strength of multiplanar welded hollow section joints and reinforcement measures for repair: Sixth technical interim-report (september 1991)

A floor construction with rectangular hollow section beams for offshore structures: Part IV: Evaluation and Recommendations

Semi-rigid connections between I-beams and CHS and RHS columns: Interim report no.l., period july 1, 1990 – july 31, 1991

Semi-rigid connections between I-beams and high strength steel tubular columns: Investigation with financial aid of the European Community of Steel and Coal

Numerical analysis of offshore deck joints between H hot-rolled sections: Part 2: Preliminary FE Study

Static behaviour of multiplanar welded joints in circular hollow sections

Numerical analysis of offshore deck joints between h hot rolled Sections: Part 1 : Background to the study, and the design of stiffened and unstiffened joints

Influence of corner Radii and weld dimensions on the SCF of T-joints with a brace loaded in tension

Fatigue behaviour of uniplanar joints: Interim report (july 1991)

Fatigue strength of multiplanar welded hollow section joints and reinforcement measures for repair: Fourth technical interim-report (august 1990)

Fatigue behaviour of uniplanar joints: First technical interim-report (July 1990)

The influence of multiplanar loading on the strength and stiffness of tubular joints: Final report for CIDECT, Joint Working Group

Fatigue strength of multiplanar welded hollow section joints and reinforcement measures for repair: Third technical interim-report (march 1990)

The influence of multiplanar loading on the strength and stiffness of tubular joints ( Initial Investigation): First interim report

Initial development of a CAD system on steel plated structures: Implementation of the ECCS guidelines for the design of compression flanges of box girders

Initial development of a cad system on steel plated structures: Implementation of the ECCS guidelines for the design of compression flanges of box girders - Figures and appendices

The configuration of a CAD system for steel plated structures and an initial development of the system

Fatigue strength of welded unstiffened RHS-joints in latticed structures and vierendeel girders: Final report, Part IV: Design Recommendations