Modeling hysteretic behavior of lateral load-resisting elements in traditional Chinese timber structures

Y Wu, X Song, C Ventura, F Lam - Journal of Structural Engineering, 2020 - ascelibrary.org
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 …

Parallel modeling of hygrothermal performance of external wall made of highly perforated bricks

J Maděra, J Kočí, V Kočí, J Kruis - Advances in Engineering Software, 2017 - Elsevier
Coupled heat and moisture transport in highly perforated bricks is indispensable part of
design of energy efficient buildings. Geometry of the perforated bricks is very complicated …

Experimental analysis of a shake table test of timber-framed structures with stone and earth infill

F Vieux-Champagne, Y Sieffert, S Grange… - Earthquake …, 2017 - journals.sagepub.com
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 …

Finite element modelling of the structural response of roof to wall framing connections in timber-framed houses

N Satheeskumar, DJ Henderson, JD Ginger… - Engineering …, 2017 - Elsevier
The structural response and performance of connections are particularly important to assess
the vulnerability of timber-framed structures to windstorms. Finite element (FE) analysis …

Simplified numerical approach for the lateral load analysis of light-frame wood shear wall structures

C Peng, AA El Damatty, A Musa, A Hamada - Engineering Structures, 2020 - Elsevier
Increasing global demand for a sustainable society is driving the development of multi-
storey light-frame wood structures, yet their complex structural components make detailed …

Three-dimensional finite-element modeling and validation of a timber-framed house to wind loading

N Satheeskumar, DJ Henderson… - Journal of Structural …, 2017 - ascelibrary.org
This paper presents a three-dimensional (3D) finite-element model (FEM) of part of a
contemporary timber-framed house for assessing the load sharing and contribution of lining …

A validated lateral response model for mass timber frames with knee-braces

J Cao, H Xiong, SF Ghahari, E Taciroglu - Engineering Structures, 2021 - Elsevier
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 …

Experimental and numerical study of OSB sheathed-LVL stud wall with stapled connections

A Hassanieh, H Valipour - Construction and Building Materials, 2020 - Elsevier
This paper presents the results of an experimental and a numerical study on the OSB-LVL
joints and light OSB sheathed-LVL stud walls. The joints and the walls were comprised of …

[HTML][HTML] Historical carpentry corner log joints—Numerical analysis within stochastic framework

P Kłosowski, I Lubowiecka, A Pestka… - Engineering …, 2018 - Elsevier
The paper presents the results of numerical analysis performed on historical, traditional
carpentry corner log joints of two basic topologies: the short-corner dovetail connection and …

Parametric evaluation of racking performance of platform timber framed walls

R Dhonju, B D'Amico, A Kermani, J Porteous, B Zhang - Structures, 2017 - Elsevier
This paper provides a quantitative assessment of the racking performance of partially
anchored timber framed walls, based on experimental tests. A total of 17 timber framed wall …