The effect of joint rigidity on the buckling behaviour of a member in compression

Literatuuronderzoek naar de berekeningsmethode voor stalen orthotrope platen

Bepaling van de sterkte en stijfheid van enkele kopplaatverbindingen

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

Measurements and interpretation of dynamic loads on bridges phase 2: Technical Report for the period 1-7-1980 until 1-1-1981

The behaviour of trough stiffener to crossbeam connections in orthotropic steel bridge decks

Fatigue and Corrosion fatigue behaviour of offshore steel structures: Progress report January 1 - June 30, 1978

Resultaten van de corrosievermoeiingsproeven voor de stuwen in het Haringvliet 7e en 8e serie (verflagen)

Measurements and Interpretation of dynamic loads in bridges: Phase 3 : Fatigue behaviour of orthotropic steel decks - Common synthesis report

Results of the test procedure of the bolted connections of the Nissan headquarters Amsterdam

Measurements and interpretation of dynamic loads on bridges

The mechanical behaviour of a fire-exposed two-span composite steel/concrete slab with Ribdeck 60 steel decking and specially draped mesh reinforcement: Test report

Provisional results of the research into the factor beta of ISO-formula

Fatigue performance of joints between closed longitudinal stiffeners in orthotropic steel bridge decks: Part 2. Optimalisation of the splice joint

Fatigue and corrosion fatigue behaviour of offshore steel structures: Progress report July 1 - December 31, 1979

Het afnemen van de voorspankracht als gevolg van kruip van op de contactvlakken aanwezige verflagen

Semi-rigid connections between I-beams and tubular columns: Technical interim report no. 6. Period Jan 1 - Jun 30 1993

The static strength of welded joints between structural hollow sections or betweeen structural hollow sections and H-sections: Part 3: joints between structural hollow section bracings and a H-section chord

A deck construction made with rectangular hollow section beams for offshore structures: Part II: Numerical F.E. calculations

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