Results 41 to 50 of about 279 (175)
This study describes a dataset from an experimental campaign investigating the quasi‐static cyclic lateral response of two full‐scale, two‐storey, two‐bay reinforced concrete (RC) frames with masonry infills representative of mid‐20th century European construction practice.
Nikolaos Stathas +8 more
wiley +1 more source
This paper provides a focused review of the studies on short‐term flexural performance, creep behaviour and blast responses of timber beams reinforced with three strengthening methods: external reinforcement (ER), near‐surface mounted (NSM) and glued‐in (GI) methods.
Hassan Abedi Sarvestani +4 more
wiley +1 more source
Beech (Fagus Sylvatica L.) is a prevalent tree species in Slovenia and is suitable for manufacturing glulam beams. However, beech wood has certain limitations that can potentially be mitigated by combining it with Norway spruce (Picea abies (L.) Karst ...
Andrej Fašalek +4 more
doaj +1 more source
Repair of glulam beams using GFRP rods [PDF]
Timber is one of the oldest building materials and is very attractive because it is a renewable resource, recyclable and relatively inexpensive. However, as the service requirements that are imposed on structural members change, mechanical upgrade or repair becomes of increasing importance.
A. M. Harte, G. M. Raftery
openaire +1 more source
ABSTRACT The structural design optimization aims for robust structures with minimal use of material resources, leading to slender and thin‐walled structures, which entail a higher risk of stability problems. This issue is further influenced by geometrical imperfections, which are subjected to uncertainties.
Maximilian Schweizer +3 more
wiley +1 more source
Analytical Approach to Predict Pre–Camber Deflection of the Pre-stressed Glulam Beams
A new approach to reinforce glulam timber beams using compressed wood (CW) has been developed by the Author. The compressed wood blocks are inserted into pre-cut holes on the top of glulam beams to produce pre-camber and to generate initial tensile and ...
Anshari B.
doaj
Monte Carlo tree search for mass timber building design optimization
Abstract Mass timber construction has gained significant traction in recent years due to its sustainability and lower energy demands. However, its broader adoption remains limited by higher material costs, compared to conventional construction materials.
Samia Zakir Sarothi +3 more
wiley +1 more source
ABSTRACT This paper presents the development of finite element models for timber connections with gaps under fire conditions which are subsequently validated using experimental data. Fourteen models are developed for concealed steel‐to‐timber connection configurations with gap sizes of 0, 3, 6 and 10 mm exposed to ISO 834 standard fire for 120 min ...
Marika du Plessis +2 more
wiley +1 more source
Past research has shown that for short-span glulam beams reinforced with a simple tension GFRP fabric can lead to undesirable failure modes at the reinforcement termination point. An experimental programme aimed at investigating alternative reinforcement
Herry Chen +3 more
doaj +1 more source
This paper aims to describe the performance of mix-glue laminated timber beams that are given a nylon strapping as external reinforcement with the three-point bending test to three groups of beams based on the span-to-depth ratio, i.e.: G11, G8, and G5 ...
Kusnindar +3 more
doaj +1 more source

