Development of Design Rules for Structural Adhesive Bonded Joints - A Systematic Approach

Timber-Concrete Composite Floor Systems

The static strenght of i-beam to circular hollow section column connections

Semi-rigid connections between I-section beams and tubular columns can be used economically for buildings and offshore structures. The lack of stiffening plates allows the fabrication of these connections in a cost effective way. Furthermore, by taking into account the connection strength and stiffness, the connections are also economically in...

Double shear timber connections with dowel type fasteners

The fire resistance of composite steel-concrete slabs

Densified veneer wood reinforced timber joints with expanded tube fasteners

The Static Strength of I-Beam to Rectangular Hollow Section Column Connections

The Static Strenght of Uniplanar and Multiplanar Connections in Rectangular Hollow Sections

The static strength of uniplanar and multiplanar tubular T- and X- joints

Stress and strain concentration factors of welded multiplanar joints between square hollow sections.

Stress and strain concentration factors of welded multiplanar tubular joints

The fatigue behaviour of T- and X-joints made of square hollow sections