Results 31 to 40 of about 4,017,724 (159)
The objective of this project was to quantify and compare the environmental impacts associated with alternative designs for a typical North American mid-rise office building. Two scenarios were considered; a traditional cast-in-place, reinforced concrete
Raymond J. Cole +2 more
doaj +1 more source
In this paper, the bending properties of a 3-ply cross-laminated bamboo and timber (CLBT), prefabricated with the bamboo mat-curtain panel and hem-fir lumber, were examined in the major and minor strength directions, and a 3-ply hem-fir cross-laminated ...
Hao Li +3 more
doaj +1 more source
A conscientização ambiental do século XXI e as necessidades econômicas tem motivado a busca de tecnologias e sistemas construtivos sustentáveis para a arquitetura.
Marina Engel França, Amilcar José Bogo
doaj +1 more source
Sustainable Cross-Laminated Timber Structures in a Seismic Area: Overview and Future Trends
Cross-laminated timber (CLT) buildings are recognized as a robust alternative to heavyweight constructions, because beneficial for seismic resistance and environmental sustainability, more than other construction materials.
Antonio Sandoli +4 more
doaj +1 more source
ABSTRACT This study explores the seismic performance of a five‐story prototype building using different configurations of a dual lateral force‐resisting system (LFRS) combining post‐tensioned cross‐laminated timber rocking walls (PT‐CLT‐RW) with conventional wood light‐frame shear walls (LiFS).
Ruben Jerves, Adam R. Phillips
wiley +1 more source
Mechanics of diagonally layered cross-laminated timber
This research evaluated the mechanics of cross-laminated timber (CLT) panels with different layer orientations. A total of 20 industrially produced panels, configured with 0° longitudinal layers and transverse layers alternating at either ±45° or the ...
Buck, Dietrich, Hagman, Olle
core +3 more sources
ABSTRACT Higher‐mode effects can significantly amplify seismic demands in high‐rise buildings, causing unintended damage over the building height. Engineered mechanisms are introduced at the base of these structures to mitigate higher‐mode effects. Existing continuum formulations for base‐flexible buildings commonly idealize the superstructure as a ...
Mohammad Hossein Asadi Jafari +2 more
wiley +1 more source
Char Layer Thickness Evolution During Structural Timber Fire Experiment and Final Density Profile
ABSTRACT This paper evaluates several non‐destructive experimental methods for determining the char layer thickness and its density profile in structural timber samples exposed to standard ISO 834 fire curve experiments. Microwave echo pulse, ultrasonic echo pulse, X‐ray computed tomography, and resistance drilling were evaluated.
Fernando Pérez Pérez +4 more
wiley +1 more source
ABSTRACT Heat induced delamination (HID) is a phenomenon in engineered wood products which may result in the detachment of the bonded timber lamellae before charring propagates to the bond line interphase. This study aims to correlate the thermal degradation of two 1‐c‐polyurethane adhesives at the microscale to the thermo‐hydro‐mechanical behaviour of
A. Čolić +4 more
wiley +1 more source
PROBABILISTIC DESIGN OF FLEXURAL CROSS-LAMINATED TIMBER STRUCTURAL ELEMENTS
The article presents a probabilistic approach to the design of flexural elements made of cross-laminated timber (CLT) as one of the promising materials for sustainable construction.
Sergey Solovev +2 more
doaj +1 more source

