Conventional structural materials—concrete and steel—have been producing a substantial
amount of carbon emissions to the earth, accounting for over 50% of industrial emissions …

This study aims to characterize the axial monotonic and cyclic tensile behavior of bolted
steel connections to laminated timber and bamboo, using slotted-in steel plates, and to …

Cracking damage of the sheathing wallboards in screw connections is the typical failure
mode of cold formed steel (CFS) structures under seismic effects, which limits the shear …

The adhesive ability of bamboo scrimber is critical for its use in large‐scale engineering
structures. Cold‐pressed bamboo scrimber with varying sanding mesh and density was …

High performance dampers are a key component in low-damage earthquake-resistant
timber structures and they should be designed according to displacement-based design …

To support more sustainable construction, this paper experimentally investigates the cyclic
behavior of laminated timber (Laminated Veneer Lumber (LVL)) and glubam (Glue …

The cracking of screw connections at the corners of wallboards is a typical failure mode for
cold-formed steel (CFS) shear walls, resulting in premature performance degradation of CFS …

The study presented the results of the experimental and numerical study on the rotational
behavior of the bolted glulam beam-to-column connections reinforced by double U-shaped …

Parallel strand bamboo is a composite material that demonstrates high strength and low
variability compared to other timber materials. However, its use in bolted connections is …

In this study, an experimental methodology, consisting of low-velocity impact (LVI) and quasi-
static compressive test, is conducted to investigate the performance and failure mechanism …