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![Semi-rigid connections between I-beams and CHS or RHS columns](/islandora/object/uuid:cb1e685a-ebb2-49f1-817f-046bd7e92713/datastream/TN/view)
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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](/islandora/object/uuid:0fe0bab1-29c3-4ac3-8f08-baa3ee6813a6/datastream/TN/view)
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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](/islandora/object/uuid:bced21ac-50cd-4015-8de8-1114095f0b04/datastream/TN/view)
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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](/islandora/object/uuid:775ddc7c-2418-42cd-8363-589cd1c8e227/datastream/TN/view)
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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](/islandora/object/uuid:ec368167-5959-4e7b-bcbc-5a401b34a5a4/datastream/TN/view)
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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](/islandora/object/uuid:c7743762-b8b3-489b-b37e-29b4f4709b7d/datastream/TN/view)
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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](/islandora/object/uuid:debd3fbf-bddf-463c-afb0-a1cf191a3657/datastream/TN/view)
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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)](/islandora/object/uuid:83ec8e95-e88f-4d8f-8669-85ee34dc10c8/datastream/TN/view)
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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](/islandora/object/uuid:6c5d9155-9ad0-4457-a451-e35d0e343623/datastream/TN/view)
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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](/islandora/object/uuid:540f170d-32c9-4bac-8cb6-b050a10e96db/datastream/TN/view)
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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](/islandora/object/uuid:bdce1644-1168-44c2-88d9-e0fe18bc121b/datastream/TN/view)
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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](/islandora/object/uuid:a67477be-e944-464b-8a0b-82bdb9bcd8f7/datastream/TN/view)
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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](/islandora/object/uuid:ce3fce09-4ec2-4f90-afea-186eaf5ea1d3/datastream/TN/view)
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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](/islandora/object/uuid:71856b41-5235-47ad-89cf-c1927b5b5cd9/datastream/TN/view)
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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](/islandora/object/uuid:65f270ad-e367-4a29-8cc9-36f2f6cb3a65/datastream/TN/view)
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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](/islandora/object/uuid:556128bb-e933-4b30-bbbe-d51b5447a8a0/datastream/TN/view)
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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](/islandora/object/uuid:14cbe81b-ca69-4005-82d7-ba73f80dca94/datastream/TN/view)
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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](/islandora/object/uuid:cb23e024-a8bf-407e-9f5c-251b15469e07/datastream/TN/view)
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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](/islandora/object/uuid:949d1e33-0dc6-4617-a50b-90a83ecf6025/datastream/TN/view)
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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](/islandora/object/uuid:16fe6e8d-7374-4584-997a-58639b2a8d43/datastream/TN/view)
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The static strength of uniplanar tubular x- joints loaded by in-plane and out-of-plane bending