Search results
-
Semi-rigid connections between I-beams and tubular columns: Technical interim report No.5., Period Jan 1-Dec 31, 1992
-
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
-
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: Technical interim report no.2. Period Jul 1 1991 - June 30 1992
-
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: 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: Final Report - Part I: Experimental investigation on K- type joints between CHS in complete girders
-
Fatigue strength of multiplanar welded hollow section joints and reinforcement measures for repair: Sixth technical interim-report (september 1991)
-
Semi-rigid connections between I-beams and CHS and RHS columns: Interim report no.l., period july 1, 1990 – july 31, 1991
-
Static behaviour of multiplanar welded joints in circular hollow sections
-
Fatigue strength of multiplanar welded hollow section joints and reinforcement measures for repair: Fourth technical interim-report (august 1990)
-
Fatigue strength of welded unstiffened RHS-joints in latticed structures and vierendeel girders: Final report, Part IV: Design Recommendations
-
Fatigue strength of welded unstiffened RHS -joints in latticed structures and vierendeel girders: Final report , Part III: Evaluation for design rules
-
Fatigue strength of welded unstiffened R.H.S. joints in latticed structures and vierendeel girders: Final report, Part 1 - X- and T-joints
-
Fatigue behaviour of joints between rectangular hollow sections in girders and vierendeel girders: Ninth technical interim report, period 01-07-1988 - 31-12-1988
-
Fatigue behaviour of joints between rectangular hollow sections: T-Joints, Part 3, Numerical analyses of strain concentration factors using nominal dimensions (brace in tension or bending) - Appendix 1 en 2
-
Fatigue behaviour of joints between rectangular hollow sections: X-Joints, Part 4, Analyses, conclusions and suggested recommendations from work done on X-joints in R.H.S., with brace in tension
-
Fatigue behaviour of joints between rectangular hollow sections in girders and vierendeel girders: Eight technical interim report, period 01-01-1988 - 30-06-1988
-
Fatigue behaviour of joints between rectangular hollow sections: T-Joints, Part 2, Comparison of strain concentration factors between results of numerical analyses and experimental work, (brace in tension)
-
Fatigue behaviour of joints between rectangular hollow sections: X-Joints, Part 3, Numerical analyses of strain concentration factors using nominal dimensions, with brace in tension