Results 91 to 100 of about 6,508 (223)
Briefing: Super tall timber – Oakwood Tower [PDF]
, 2016 This is the final version of the article. It first appeared from ICE Publishing at http://dx.doi.org/10.1680/jcoma.16.00034.This briefing presents some of the early findings of the super tall timber project, an innovative research and design project ...
Foster, Robert M.
core +2 more sources
Seismic Design of Hybrid Coupled CLT Shear Walls with Steel Link Beams
Earthquake Engineering &Structural Dynamics, Volume 54, Issue 6, Page 1520-1539, May 2025.ABSTRACT This study proposes a seismic design method for hybrid coupled cross‐laminated timber (CLT) shear walls with steel link beams as the lateral load‐resisting system for mass timber buildings. A force‐based seismic design method was proposed as a preliminary design process to determine the primary structural components. To inform the selection of
Ben Moerman, Minghao Li, Tobias Smith
wiley +1 more source
Earthquake Engineering &Structural Dynamics, Volume 54, Issue 6, Page 1617-1641, May 2025.ABSTRACT Two novel integrated seismic and energy retrofitting solutions for existing buildings are experimentally assessed in this study. Three 60%‐scaled, two‐storey infilled reinforced concrete buildings underwent a series of bi‐directional shaking table tests.
Eun Rim Baek +2 more
wiley +1 more source
Earthquake Engineering &Structural Dynamics, Volume 54, Issue 6, Page 1775-1796, May 2025.ABSTRACT This paper investigates a seismic retrofit technique named e‐CLT, which is part of the solution for integrated seismic and energy rehabilitation of buildings developed in the framework of the research project e‐SAFE funded by the European Union's Horizon 2020 research and innovation program.
Francesca Barbagallo +4 more
wiley +1 more source
Structural Control and Health Monitoring, Volume 2025, Issue 1, 2025.Displacements are among the most important engineering response parameters to be monitored during shake‐table testing, with experiments playing a key role in studying the seismic behavior of structures. However, their accurate measurement is not a trivial task when using contact sensors.
Laura Gioiella +8 more
wiley +1 more source
Cross (CLT) and diagonal (DLT) laminated timber as innovative ma-terial for beam elements [PDF]
, 2011 Cross laminated timber (CLT) is a plate-like multi layer element with crosswise arrangement of lamellas. CLT could be used for long-span beams in particular with tensile stresses perpendicular to the beam axis. Within this work, CLT beams were optimised,
Bejtka, Ireneusz
core +3 more sources
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 +1 more
doaj +1 more source
Behaviour Analysis of Beam-Type Timber and Timber-Concrete Composite Panels
Applied SciencesThis 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 +5 more
doaj +1 more source
Cross-laminated timber (CLT) mechanical properties evaluation. [PDF]
, 2022 As the use of engineered wood products as such as cross-laminated timber (CLT) evolves in United States, it’s imperative to understand its behavior under different circumstances as well as to explore new possible streams for product’s application.
Spinelli Correa, Laurice Mara
core +1 more source
BuildingsThis 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 +4 more
doaj +1 more source