Bibliometric review of prefabricated and modular timber construction from 1990 to 2023: Evolution, trends, and current challenges
Due to its inherent characteristics, such as a light weight and ease of workability, timber is
ideal for prefabricated and modular construction. However, since the research in this field …
ideal for prefabricated and modular construction. However, since the research in this field …
State of the art: Seismic behavior of wood-frame residential structures
There are about 80 million single-family dwellings (SFDs) in the United States,
predominantly of wood-frame construction. Of these, 68% are owner-occupied. A home is …
predominantly of wood-frame construction. Of these, 68% are owner-occupied. A home is …
Earthquake disaster simulation of civil infrastructures
Earthquake is a natural disaster that severely threatens the safety of people. In
consequence, increasing the seismic resistance and resilience of civil infrastructures and …
consequence, increasing the seismic resistance and resilience of civil infrastructures and …
A component approach for the hysteretic behaviour of connections in cross‐laminated wooden structures
In this paper, a numerical model to estimate the dissipative capacity and describe the cyclic
response of cross‐laminated (X‐lam) timber buildings is presented. The connections …
response of cross‐laminated (X‐lam) timber buildings is presented. The connections …
An open-source framework for regional earthquake loss estimation using the city-scale nonlinear time history analysis
Regional seismic damage simulation of buildings provides decision-makers with important
information for earthquake disaster prevention and mitigation. Utilizing nonlinear time history …
information for earthquake disaster prevention and mitigation. Utilizing nonlinear time history …
Seismic analysis of woodframe structures. I: Model formulation
B Folz, A Filiatrault - Journal of Structural Engineering, 2004 - ascelibrary.org
A simple numerical model to predict the dynamic characteristics, quasistatic pushover, and
seismic response of woodframe buildings is presented. In this model the building structure is …
seismic response of woodframe buildings is presented. In this model the building structure is …
Development of a uniaxial hysteretic model for dowel-type timber joints in OpenSees
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 …
Seismic analysis of woodframe structures. II: Model implementation and verification
B Folz, A Filiatrault - Journal of Structural Engineering, 2004 - ascelibrary.org
This is the second of two companion papers on the seismic analysis of woodframe
structures. In Part I, a simple numerical model was formulated to predict the dynamic …
structures. In Part I, a simple numerical model was formulated to predict the dynamic …
Modeling three-dimensional timber light-frame buildings
M He, F Lam, RO Foschi - Journal of structural engineering, 2001 - ascelibrary.org
A nonlinear finite-element model (LightFrame3D) is presented in this paper to study the
performance of 3D timber light-frame buildings under static loading conditions. The …
performance of 3D timber light-frame buildings under static loading conditions. The …
Development of a wood-frame shear wall model in ABAQUS
J Xu, JD Dolan - Journal of structural engineering, 2009 - ascelibrary.org
After modifications, the Bouc-Wen-Barber-Wen (BWBN) model was used in simulating the
hysteretic behavior of wood light-frame shear walls. A complete shear wall model is …
hysteretic behavior of wood light-frame shear walls. A complete shear wall model is …