Results 51 to 60 of about 4,017,724 (159)
Contact Force Distribution Between CLT‐Slab And Steel Beam In Slim‐Floor Construction
ce/papers, Volume 9, Issue 2-3, Page 1171-1176, September 2026.Abstract In slim‐floor beam–column systems, the distribution of contact forces between cross‐laminated timber (CLT) slabs and steel beams is critical for structural design. Existing guidelines are largely based on concrete floors, although CLT slabs exhibit different structural behavior due to their bidirectional bending stiffness.
Rishwa Colombage +4 more
wiley +1 more source
Numerical investigation on steel‐timber‐concrete composite (STCC) connections
ce/papers, Volume 9, Issue 2-3, Page 1265-1270, September 2026.Abstract This paper investigates numerically the mechanical behavior of steel‐CLT‐concrete composite connections. The cross‐laminated timber (CLT) significantly reduces the carbon footprint of buildings, while steel provides the necessary load‐bearing capacity and the concrete layer enhances vibrational comfort as well as fire and acoustic performances.
Baptiste Bouvier +3 more
wiley +1 more source
Seismic performance evaluation of timber‐steel hybrid framed structures
ce/papers, Volume 9, Issue 2-3, Page 1282-1286, September 2026.Abstract Sustainability has become a key driver in structural engineering, encouraging the adoption of materials and systems with reduced environmental impact. Timber, a renewable material with low carbon footprint, is increasingly used both in all‐timber constructions and in hybrid systems with concrete or steel.
Giacomo Iovane +2 more
wiley +1 more source
“Seismic behaviour of cross-laminated timber buildings: numerical modelling and design provisions.”
, 2013 The paper discusses the numerical modelling of Cross-Laminated Timber (CLT) buildings subjected to seismic actions. After pointing out some important features of a correct modelling, which include the need for a proper schematization of the connection ...
FRAGIACOMO, Massimo
core +1 more source
Interlocking connection for a hybrid steel‐timber floor system
ce/papers, Volume 9, Issue 2-3, Page 1230-1235, September 2026.Abstract Combining renewable timber with high‐efficiency steel enables the development of sustainable and high‐performance composite structures. To date, steel‐timber floor systems have primarily relied on a stacked construction method, where timber panels are placed on top of steel beams and connected via mechanical fasteners or adhesives.
Christoph Ehrenlechner, Martin Mensinger
wiley +1 more source
Comparative Study of Optimally Designed Hybrid Steel‐Timber Coupled Shear Wall Systems
ce/papers, Volume 9, Issue 2-3, Page 1159-1164, September 2026.Abstract Hybrid timber‐based structural systems are increasingly adopted in high‐seismic regions, where cross‐laminated timber (CLT) coupled wall (CW) systems provide efficient lateral resistance. This study compares optimally designed CLT–CW systems employing conventional steel link beams (SLBs) and diagonally arranged buckling‐restrained braces (BRBs)
Kazuma Hayashida +2 more
wiley +1 more source
Improving durability of cross laminated timber (CLT) with borate treatment
Journal of Wood Science, 2022 Borate solution was used to treat two sets of Douglas-fir wood samples, one by spraying cross-laminated timbers (CLT) and another set by dip-treating wood in solutions at different retentions.
Sajad Bagheri +5 more
doaj +1 more source
Thermo‐Mechanical Behaviour of Steel–Timber Composite Beams: A Numerical Analysis
ce/papers, Volume 9, Issue 2-3, Page 1323-1328, September 2026.Abstract While the environmental benefits of steel–timber composite (STC) structures are increasingly recognised, research into their fire performance remains limited. This study presents a numerical investigation into the fire behaviour of STC composite beams. A finite element model is developed and validated against published experiments.
Yining Guo +3 more
wiley +1 more source
Finite Element Analysis of Composite Laminated Timber (CLT)
Proceedings, 2018 In the research for sustainable construction, cross-laminated timber (CLT) has gained popularity and become a widely used engineered timber product. However, there are few numerical studies of the structural behaviour of CLT.
Juan Enrique Martínez-Martínez +3 more
doaj +1 more source
Effects of Wall‐to‐Floor Interactions on Seismic Response of Platform‐Type CLT Buildings
Earthquake Engineering &Structural Dynamics, Volume 55, Issue 11, Page 2880-2896, September 2026.ABSTRACT Platform‐type cross‐laminated timber (CLT) buildings feature discontinuous wall segments supported by CLT floors. In practice, CLT floors are often treated as rigid diaphragm, yet the wall‐to‐floor interactions (WFIs) associated with flexibility of floors remain insufficiently investigated during seismic performance assessment.
Chaoyue Zhang +3 more
wiley +1 more source