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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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State of the research in community resilience: progress and challenges.

TL;DR: Extensions of existing modeling methodologies are suggested aimed at developing an improved, integrated understanding of resilience that can be used by policy-makers in preparation for future events.
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Modeling the resilience of critical infrastructure: the role of network dependencies

TL;DR: A unified theoretical methodology for the modeling of dependent/interdependent infrastructure networks and incorporates it in a six-step probabilistic procedure to assess their resilience and shows the importance of capturing the dependency between networks in modeling the resilience of critical infrastructure.
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Collapse Fragility of Steel Structures Subjected to Earthquake Mainshock-Aftershock Sequences

TL;DR: In this article, the collapse probability of mainshock-damaged steel buildings in aftershocks was investigated as an essential part of developing a framework to integrate aftershock seismic hazard into performance-based engineering (PBE).
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Experimental Seismic Response of a Full-Scale Six-Story Light-Frame Wood Building

TL;DR: In this paper, a full-scale mid-rise light-frame wood apartment building was subjected to a series of earthquakes at the world's largest shake table in Miki, Japan.
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Performance of Wood-Frame Structures during Hurricane Katrina

TL;DR: In this article, the authors collected and processed perishable wind damage data on residential wood-frame structures in non-flooded regions of Mississippi that can be used by the research and design code development community to improve the performance of woodframe structures to strong wind loading.