|
|
|
|
|
Andrej Fa?alek, Ale? Stra?e, Bogdan ?ega, Johannes A. J. Huber and Milan ?ernek
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.) ...
ver más
|
|
|
|
|
|
|
|
|
|
|
María Simón-Portela, José Ramón Villar-García, Desirée Rodríguez-Robles and Pablo Vidal-López
This paper addresses the lack of attention paid by the scientific community to the optimization of timber structures, specifically in the context of large-span agro-industrial constructions. The study focuses on the optimization of a three-dimensional ro...
ver más
|
|
|
|
|
|
|
|
|
|
|
Jelena Lovric Vrankovic, Ivica Boko, Ivana Uzelac Glavinic, Neno Toric and Mario Abramovic
This paper presents the results of an experimental investigation of glued laminated timber (glulam) beams made from European hornbeam (Carpinus betulus L.) under constant loading for three months. Glulam beams were experimentally tested as a part of the ...
ver más
|
|
|
|
|
|
|
|
|
|
|
Arthur S. Rebouças, Zabih Mehdipour, Jorge M. Branco and Paulo B. Lourenço
In the last two decades, high-rise timber buildings have been built using the glulam truss system, even with limited openings. Moment-resisting timber frames (MRTF) with semi-rigid beam-to-column connections can be an architecture-friendly way to provide...
ver más
|
|
|
|
|
|
|
|
|
|
|
Mikhail Lukin, Evgeny Prusov, Svetlana Roshchina, Maria Karelina and Nikolay Vatin
Wooden multi-span beams with steel reinforcement were studied experimentally on a stationary stand using an eight-point loading scheme that simulated a load uniformly distributed over the beam span. The studies were carried out on beams with a span of 4....
ver más
|
|
|
|
|
|
|
|
|
|
There are currently no standards regulating water management for mass timber elements during construction, little knowledge of impacts of moisture exposure (wetting and drying performance, dimensional stability, checking), and few precedents serving as g...
ver más
|
|
|
|
|
|
|
|
|
|
|
Buan Anshari
Pág. 44 - 49
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 c...
ver más
|
|
|
|
|
|
|
|
|
|
|
Buan Anshari
Pág. pp. 25 - 33
The use of timber as a structural material is not only limited to solid timber but also as laminate called glue-laminated timber (glulam). The design of glulam depends on many factors such as the expertise of the designer, timber grade and its combinatio...
ver más
|
|
|
|
|
|