Summary of the research on bolted beam-to-column connections

The fatigue behaviour of welded splices in rolled sections: Part 1 - Tests on HE 320 M sections

Samenvatting van het onderzoek op geboute balkkolom Verbindingen: perioden 1978 tot heden

Influence of an axial load in the column on the behaviour of an unstiffened beam-to-column end plate connection, tests

The influence of joint rigidity on the buckling behaviour of a diagonal in a truss or offshore structure

Extended end plates with disappointing rotation capacity

Fatigue behaviour of welded splices in rolled sections either with or without cope holes

Proposal for the standardiation of extended end plate connections based on test results. Tests and analysis

Randbalken als vervanging van windverbanden

Influence of joint rigidity on the buckling behaviour of a member in compression

Een rekenmethode voor het ontwerpen van geboute hoekverbindingen met een kolomschot in de trekzone van de verbinding en een niet boven de ligger uitstekende kopplaat

A design method for bolted beam to column connections with flush end plates and haunched beams

Bolted beam to column knee connections with haunched beams, tests and computations

Bolted connections with flush endplates and haunched beams: Tests and limit state design methods

Discussion of Report: "Bolted End plate Connections": E.H.S. Steel and Beam - to - Column Application

Tests and considerations for the standardization of eccentrically loaded bolt-groups in beam web shear connections

The influence of normal-, bending- and shear stresses on the ultimate compression force exerted laterally to European rolled sections

Measurements and interpretation of dynamic loads on bridges: ECSC contract number 7210-KD/6/604 Technical report for the period 1 July - 1 January 1978

Tables and diagrams for bolted beam to column connections

Tabellen en grafieken voor geboute balk-kolomverbindingen