Results 71 to 80 of about 566 (171)

Seismic design and performance evaluation of post‐tensioned CLT shear walls with coupling U‐shaped flexural plates in Canada

Earthquake Spectra, Volume 41, Issue 3, Page 2203-2224, August 2025.
Post‐tensioned cross‐laminated timber (PT‐CLT) walls coupled with U‐shaped flexural plates (UFPs) have proved to be a low‐damage seismic force‐resisting system (SFRS) due to their self‐centering capability and stable energy dissipation. Global efforts have been made to explore the applicability of PT‐CLT walls as primary SFRSs in mass timber buildings.
Huanru Zhu, Matiyas A Bezabeh, Asif Iqbal, Marjan Popovski, Zhiyong Chen   +4 more
wiley   +1 more source

BRE‐X Emissions Database for End‐of‐Life Scenarios of Selective Building Construction Materials to Enable Circular Economy in Construction

Journal of Advanced Manufacturing and Processing, Volume 7, Issue 3, July 2025.
ABSTRACT In the United States, construction and demolition debris predominately end up in landfills with minimal end‐of‐life Re‐X (recover, recycle, reuse, etc.) scenarios, resulting in large environmental impacts and lost opportunities for material recovery.
Naveen Kumar Muthumanickam, Swaroop Atnoorkar, Heather Goetsch, Michael Deru, Jordan Palmeri, Milad Ashtiani, Vaclav Hasik, Mirko Farnetani   +7 more
wiley   +1 more source

Behaviour Analysis of Beam-Type Timber and Timber-Concrete Composite Panels

Applied Sciences
This study addresses the enhancement of material efficiency and reduction in brittleness in timber-to-concrete adhesive connections for beam-type timber and timber-concrete composite panels.
Elza Briuka, Dmitrijs Serdjuks, Pavel Akishin, Genadijs Sahmenko, Andrejs Podkoritovs, Raimonds Ozolins   +5 more
doaj   +1 more source

Assessment of the Effective Flange Width for Cold-Formed Steel-Timber Composite Beams: A Finite Element Study

Buildings
This paper proposes the use of cross-laminated timber (CLT) panels in conjunction with back-to-back cold-formed steel (CFS) channel or angle sections in combination with laminated veneer lumber (LVL) beam, for composite CFS-timber beams.
Reza Masoudnia, Zhiyuan Fang, Ashkan Hashemi, Saber Masoudnia, James B. P. Lim   +4 more
doaj   +1 more source

Outlook for Cross-Laminated Timber in the United States

BioResources, 2014
Cross-laminated timber (CLT) is a building system based on the use of massive, multi-layered solid wood panels. Although CLT as a construction system has been successful in Europe, only a handful of CLT projects have been built in the U.S.
Maria Fernanda Laguarda Mallo, Omar Alejandro Espinoza   +1 more
doaj   +1 more source

Withdrawal Performance of Nails and Screws in Cross-Laminated Timber (CLT) Made of Poplar (Populus alba) and Fir (Abies alba). [PDF]

Polymers (Basel), 2022
Abdoli F, Rashidi M, Rostampour-Haftkhani A, Layeghi M, Ebrahimi G.   +4 more
europepmc   +1 more source

Gluing Techniques on Bond Performance and Mechanical Properties of Cross-Laminated Timber (CLT) Made from Larix kaempferi. [PDF]

Polymers (Basel), 2021
Li M, Zhang S, Gong Y, Tian Z, Ren H.
europepmc   +1 more source

Carbon intensity of mass timber materials: impacts of sourcing and transportation

Frontiers in Built Environment
Mass timber construction is widely considered a promising alternative construction method to reduce buildings’ total life-cycle carbon emissions because wood is a carbon sink. Cross-laminated timber (CLT) panels, manufactured by gluing lumber layers with
Swaroop Atnoorkar, Omkar A. Ghatpande, Selam L. Haile, Heather E. Goetsch, Chioke B. Harris   +4 more
doaj   +1 more source

Vibration serviceability design methods for cross laminated timber (CLT) floors [PDF]

, 2022
Cross laminated timber (CLT) is an innovative engineering wood product made by gluing layers of solid timber boards placed in orthogonally alternating orientation to the neighbouring layers. CLT panels provide an efficient solution for floors in single- and multi- storey buildings.
Simović, Nađa, Glišović, Ivan, Todorović, Marija   +2 more
openaire  

Layerwise theory-based finite elements for static and dynamic analysis of CLT-concrete composites with partial shear connection [PDF]

Građevinski Materijali i Konstrukcije
The paper presents a formulation of layered finite elements (based on Reddy's full-layerwise-theory) for static and dynamic analysis of cross-laminated-timber concrete composites (CCC).
Marjanović Miroslav
doaj   +1 more source