J
John W. van de Lindt
Researcher at Colorado State University
Publications - 290
Citations - 5511
John W. van de Lindt is an academic researcher from Colorado State University. The author has contributed to research in topics: Shear wall & Seismic analysis. The author has an hindex of 34, co-authored 271 publications receiving 4074 citations. Previous affiliations of John W. van de Lindt include Oregon State University & Michigan Technological University.
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Behavior of a One-Sixth Scale Wood-Framed Residential Structure under Wave Loading
TL;DR: In this article, the authors developed an understanding of the nature of wave loading on a wood-framed scale residential building model for a variety of building configurations and test conditions and measured the uplift forces due to wave loading and resulting overturning moments.
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Database-assisted design methodology to predict wind-induced structural behavior of a light-framed wood building
TL;DR: In this article, the applicability of the database-assisted design (DAD) methodology to predict structural reactions in a light-framed wood structure subjected to fluctuating wind pressures was investigated.
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Combined Wind-Wave-Surge Hurricane-Induced Damage Prediction for Buildings
TL;DR: In this paper, hurricane-induced surge and waves as well as winds are a common natural hazard in the coastal environment and coastal structures are subjected to multihazard events such as hurricanes.
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Pres-Lam Buildings: State-of-the-Art
TL;DR: Post-tensioned timber (Pres-Lam) buildings have been constructed throughout the world, beginning in 2010 as mentioned in this paper, which originated from low-damage concrete building applications, re...
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Full-Scale Shake Table Testing of Cross-Laminated Timber Rocking Shear Walls with Replaceable Components
Hans-Erik Blomgren,Shiling Pei,Zhibin Jin,Josh Powers,J. D. Dolan,John W. van de Lindt,Andre R. Barbosa,D. Huang +7 more
TL;DR: In this article, the seismic performance of a cross-laminated timber rocking shear wall lateral system was investigated and validated using a series of shake table tests on a full-scale, two-stor...