In this paper, an adaptable and architecturally flexible lateral stiffening system for tall timber
buildings between 50 and 147 m is developed and investigated. The system is based on a …

In recent years, the use of timber in construction substantially increased due to the material's
renewable nature, lower climate impact and increased economic competitiveness. Another …

A major challenge for mid and high-rise timber buildings is fulfilling serviceability
requirements. Moment-resisting timber frames with semi-rigid moment-resisting connections …

In this study, an interior joint between timber-concrete composite (TCC) beams and steel
column was as tested under quasistatic cyclic loads. To obtain an acceptable seismic …

The light weight and moderate stiffness of multistorey timber buildings make them
susceptible to increased lateral displacements and accelerations under service-level wind …

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 …

Moment-resisting frames provide open space and architectural flexibility, yet their
application in multistorey timber buildings is limited. Research on the pullout behaviour of …

This study conducted the nonlinear seismic time history analysis on a six-story timber
moment-resisting frame (TMF) with innovative timber-steel hybrid beam-to-column joints …

In this study, to support the application of screwed-in threaded rods (STRs) in timber
connections, STRs with varying anchorage lengths were tested under cyclic pull-out loading …

Due to the moderate stiffness and low mass of timber multi-storey buildings, wind-induced
accelerations and displacements usually govern the design. Moment-resisting timber frames …