Results 111 to 120 of about 3,221 (181)

Experimental, analytical and numerical investigation on the capacity of composite glulam beams with holes

open access: yesEngineering structures, 2023
Yuri de Santis   +4 more
semanticscholar   +1 more source

Systematic design of glulam trusses

open access: yes, 2001
The design of a structure should be regarded as the design of a system. In this licentiate thesis a method (concurrent engineering) for the design of systems is studied parallel with the development of the system itself. The purpose of the work is twofold: To study the application of concurrent engineering (CE) as a method to manage the design work for
openaire   +1 more source

Flexural performance of glulam timber beams with glued-in BFRP rods connections

open access: yesConstruction and Building Materials
Yaser Jemaa, D. Yeboah, M. Gkantou
semanticscholar   +1 more source

Beech glulam strength classes

open access: yes, 2005
Frese, Matthias, Blaß, Hans Joachim
openaire   +2 more sources

SCALING STUDY ON VISCOUS DAMPING FOR GLULAM AND HYBRID GLULAM-FRP BEAMS

World Conference on Timber Engineering (WCTE 2023), 2023
Damping plays an important role in long-span, mass timber floors due to the relation it has to energy dissipation. Energy dissipation in these systems helps control how vibrations spread and whether its interaction with humans occupying the buildings causes discomfort or not. The present study focuses on the effect of scale on viscous damping in Glulam
Bravo Tetlak, Tomas   +2 more
openaire   +2 more sources

Bamboo Reinforced Glulam Beams: An Alternative to CFRP Reinforced Glulam Beams

Advanced Materials Research, 2013
A research study was undertaken to investigate the mechanical performance of glulam beams reinforced by CFRP or bamboo. Local reinforcement is proposed in order to improve the flexural strength of glulam beams. The glulam beam is strengthened in tension and along its sides with the carbon fiber-reinforced polymer CFRP or bamboo.
Cesar Echavarria   +2 more
openaire   +1 more source

Home - About - Disclaimer - Privacy