Hysteresis modeling of timber-based structural systems using a combined data and model-driven approach
This paper presents a novel computational approach to empirical hysteresis modelling
applied to timber-based structures based on a combined data model-driven strategy. While …
applied to timber-based structures based on a combined data model-driven strategy. While …
Development of a uniaxial hysteretic model for dowel-type timber joints in OpenSees
H Dong, M He, X Wang, C Christopoulos, Z Li… - … and Building Materials, 2021 - Elsevier
Dowel-type joints are commonly used as shear connections in many types of timber
structures. The load-deformation hysteretic behavior of dowel-type joints usually dominates …
structures. The load-deformation hysteretic behavior of dowel-type joints usually dominates …
Dissipation in sheathing-to-framing connections of light-frame timber shear walls under seismic loads
The present study is concerned with the seismic analysis and design of light-frame timber
shear walls, with focus on the energy dissipation ensured by sheathing-to-framing …
shear walls, with focus on the energy dissipation ensured by sheathing-to-framing …
ASPID: An asymmetric pinching damaged hysteresis model for timber structures
This paper presents a new high-fidelity phenomenological-based hysteretic model called
ASPID that includes asymmetry, pinching, and strength/stiffness degradation for timber …
ASPID that includes asymmetry, pinching, and strength/stiffness degradation for timber …
Modeling hysteretic behavior of lateral load-resisting elements in traditional Chinese timber structures
Dou-gong connections and mortise-tenon jointed traditional timber frames are widely used
in traditional Chinese timber structures to resist lateral loads. Such elements exhibit strong …
in traditional Chinese timber structures to resist lateral loads. Such elements exhibit strong …
In-plane testing and hysteretic modeling of steel-spline cross-laminated timber diaphragm connection with self-tapping screws
This study examines experimentally and numerically the in-plane behavior of a steel-spline
Cross-Laminated Timber (CLT) connection with self-tapping screws. Although this …
Cross-Laminated Timber (CLT) connection with self-tapping screws. Although this …
Experimental results on the role of sheathing-to-frame and base connections of a European timber framed shear wall
In platform timber frame buildings the horizontal forces (wind, earthquake) are carried by the
shear walls, whose hysteretic behavior is mainly governed by the sheathing-to-frame …
shear walls, whose hysteretic behavior is mainly governed by the sheathing-to-frame …
Experimental study of thin-walled steel-timber single-shear connection with a self-tapping screw
Z Chen, X Niu, J Liu, K Khan - Structures, 2021 - Elsevier
Bolt or self-tapping screw connections are extensively employed in steel-timber composite
structures (STC). To determine the lateral resistance of the connection between natural …
structures (STC). To determine the lateral resistance of the connection between natural …
Load-to-failure bending test of wood composite beams connected by gang nail
AV Karelskiy, TP Zhuravleva… - Inzenerno-Stroitel'nyj …, 2015 - search.proquest.com
The results of a bending test of wood composite beams connected by gang nail are
presented in this paper. Two types of wood composite beams fracture were observed: brittle …
presented in this paper. Two types of wood composite beams fracture were observed: brittle …
Experimental analysis of a shake table test of timber-framed structures with stone and earth infill
The seismic performance of timber-framed structures filled with stones and earth mortar has
been analyzed by introducing the structural subscales (cell, wall, house) at which monotonic …
been analyzed by introducing the structural subscales (cell, wall, house) at which monotonic …