Results 81 to 90 of about 200,505 (217)
An investigation into the strength properties of reclaimed timber joists [PDF]
This research was designed to investigate the mechanical properties of timbers reclaimed from demolition, with the aim of generating a visual grade and model expression to grade these materials for structural reuse.
Smith, Michael J.
core
Double‐lap shear tests on steel‐timber glued connections at elevated temperatures
Abstract This paper presents the results of an experimental campaign comprising nearly 30 double‐lap shear tests on steel–timber glued connections conducted at ambient conditions and at temperatures up to 150 °C. Small‐scale specimens made of structural steel (S355) plates and glued laminated timber (GL24h) were bonded using a one‐component ...
Valentino Vigneri +3 more
wiley +1 more source
Embedment Performance of Glued Laminated Bamboo and Timber Composite Joints
Dowel connectors are extensively utilized to establish joint connections in timber constructions. This study investigated the embedment performance of glued laminated bamboo and timber composite joints through half-hole tests, focusing on the effects of ...
Zheng Chen +3 more
doaj +1 more source
Fire design methods for structures with timber framework
Timber structures are environmentally friendly in terms of decreasing the impact of human activity on the planet. Reliability of timber structures can be provided by the corresponding fire resistance so as fire risk is one of the most significant ...
Marina Gravit +4 more
doaj +1 more source
Thermo‐Mechanical Behaviour of Steel–Timber Composite Beams: A Numerical Analysis
Abstract While the environmental benefits of steel–timber composite (STC) structures are increasingly recognised, research into their fire performance remains limited. This study presents a numerical investigation into the fire behaviour of STC composite beams. A finite element model is developed and validated against published experiments.
Yining Guo +3 more
wiley +1 more source
The light weight and moderate stiffness of multistorey timber buildings make them susceptible to increased lateral displacements and accelerations under service-level wind loading.
Osama Abdelfattah Hegeir +2 more
doaj +1 more source
Very Tall Wooden Buildings with Cross Laminated Timber
AbstractCross Laminated Timber (CLT, XLAM) is a product extremely well suited for multi-storey buildings because of its versatility. With lengths up to 16 meters and the possibility of extending with mechanical joints or glued connections, widths of up to 2.5 meters depending on manufacturer and thicknesses up to 500mm, almost any necessary shape can ...
J. W. G. van de Kuilen +3 more
openaire +3 more sources
Abstract I‐sections dominate conventional steel construction but exhibit direction‐dependent stability behavior, and in fire the steel's modulus of elasticity decreases rapidly. We therefore investigate a composite load‐bearing system in which the web cavities of I‐section beams are infilled with timber elements made of spruce glulam (GLT‐S) and beech ...
Robby Weiser +2 more
wiley +1 more source
Some physical and mechanical properties of laminated timbers used in wooden construction and furniture industry were examined. Polyurethane (PU) glue was used in the production of laminates with 5 layers.
Musa Kaya
doaj +2 more sources
Effects of Wall‐to‐Floor Interactions on Seismic Response of Platform‐Type CLT Buildings
ABSTRACT Platform‐type cross‐laminated timber (CLT) buildings feature discontinuous wall segments supported by CLT floors. In practice, CLT floors are often treated as rigid diaphragm, yet the wall‐to‐floor interactions (WFIs) associated with flexibility of floors remain insufficiently investigated during seismic performance assessment.
Chaoyue Zhang +3 more
wiley +1 more source

