A new coupled axial-shear numerical model is proposed to simulate the response of typical
Cross Laminated Timber (CLT) connections under general loading conditions. The general …

A series of full-scale system-level experiments using a two-story steel braced-frame structure
was conducted at the University of Nevada, Reno Network for Earthquake Engineering …

The present paper proposes a hybrid building system with the buckling-restrained brace and
Glulam frames (BRBGF). For a highly seismic location of Vancouver, Canada, an 18-story …

Timber-concrete composite (TCC) connections are crucial elements for transferring loads
and dissipating energy for a timber-concrete hybrid system under seismic load. This work …

Bidirectional quasi-static cyclic loading was applied to a subassembly of drywall partition
walls integrated with cross-laminated timber rocking walls. Details aimed to reduce seismic …

A research project was conducted at University of Naples “Federico II” over the last few
years with the aim to give a contribute to overcome the lack of information on seismic …

This paper proposes an experimentally verified procedure to analytically model cold‐formed
steel‐framed gypsum nonstructural partition walls considering all the critical components. In …

An accurate and reliable numerical model is vital for the structural design and performance
assessment of timber-framed construction (TFC). This study executed a full-scale TFC under …

This paper presents analytical and numerical models for semirigid timber frame with
Lagscrewbolt (LSB) connections. A series of static and reverse cyclic experimental tests …

Efforts to increase the use of renewable materials in construction are pushing the use of
timber frames into new boundaries—for example, as lateral load-resisting systems in …