Experimental seismic response of a full-scale six-story light-frame wood building

JW Van de Lindt, S Pei, SE Pryor… - Journal of Structural …, 2010 - ascelibrary.org
In July 2009, a full-scale midrise light-frame wood apartment building was subjected to a
series of earthquakes at the world's largest shake table in Miki, Japan. This article focuses …

Monotonic and cyclic behaviour of wood frame shear walls for mid-height timber buildings

F Guíñez, H Santa María, JL Almazán - Engineering Structures, 2019 - Elsevier
The Chilean forestry industry has a significant presence in the economy of the country. Due
to pollution problems and the high seismicity of the region, timber is a suitable material for …

Coupled shear‐bending formulation for seismic analysis of stacked wood shear wall systems

S Pei, JW Van de Lindt - Earthquake engineering & structural …, 2009 - Wiley Online Library
A summary of the development of a new coupled shear‐bending model for analysis of
stacked wood shear walls and multi‐story wood‐frame buildings is presented in this paper …

Direct displacement design of tall cross laminated timber platform buildings with inter-story isolation

V Bolvardi, S Pei, JW van de Lindt, JD Dolan - Engineering Structures, 2018 - Elsevier
Abstract Cross Laminated Timber (CLT) is a relatively new engineered wood material viable
for the tall building construction. Currently, existing multi-story CLT buildings are mostly built …

In-plane stiffness of hybrid steel–cross-laminated timber floor diaphragms

C Loss, S Rossi, T Tannert - Journal of Structural Engineering, 2018 - ascelibrary.org
The use of hybrid structural systems formed by combining wood with other materials
provides engineers with a wide range of solutions to satisfy code requirements for mid-and …

[PDF][PDF] Seismic design of post-tensioned timber frame and wall buildings

MP Newcombe - 2011 - ir.canterbury.ac.nz
Currently there is a worldwide renaissance in timber building design. At the University of
Canterbury, new structural systems for commercial multistorey timber buildings have been …

Three-dimensional seismic response of a full-scale light-frame wood building: Numerical study

JW Van de Lindt, S Pei, H Liu… - Journal of structural …, 2010 - ascelibrary.org
The experimental seismic responses of a full-scale two-story light-frame wood townhouse
building, designed to modern US engineered seismic design requirements, were compared …

Experimental seismic behavior of a full-scale four-story soft-story wood-frame building with retrofits. I: Building design, retrofit methodology, and numerical validation

P Bahmani, JW van de Lindt, M Gershfeld… - Journal of Structural …, 2016 - ascelibrary.org
Soft-story wood-frame buildings have been recognized as a disaster preparedness problem
for decades. There are tens of thousands of these multifamily three-and four-story structures …

Seismic numerical modeling of a six-story light-frame wood building: Comparison with experiments

S Pei, JW Van de Lindt - Journal of Earthquake Engineering, 2011 - Taylor & Francis
The experimental seismic responses of a full-scale, six-story, light-frame wood apartment
building were compared against the predictions from a numerical model developed for …

Non-linear simplified models for seismic response estimation of a novel tall timber-concrete hybrid structural system

J Chen, H **ong, CE Ventura - Engineering Structures, 2021 - Elsevier
To better study the seismic performance of a novel high-rise timber-concrete (FaB) hybrid
structural system, two non-linear simplified analytical models (ie, Fixed Model and …