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Steven E. Pryor
Researcher at Colorado State University
Publications - 25
Citations - 492
Steven E. Pryor is an academic researcher from Colorado State University. The author has contributed to research in topics: Seismic retrofit & Soft story building. The author has an hindex of 7, co-authored 22 publications receiving 437 citations. Previous affiliations of Steven E. Pryor include FPInnovations.
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Journal ArticleDOI
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.
Journal ArticleDOI
Performance of Wood-Frame Structures during Hurricane Katrina
John W. van de Lindt,Andrew J. Graettinger,Rakesh Gupta,Thomas D. Skaggs,Steven E. Pryor,Kenneth J. Fridley +5 more
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.
Journal ArticleDOI
Experimental Seismic Behavior of a Full-Scale Four-Story Soft-Story Wood-Frame Building with Retrofits. II: Shake Table Test Results
John W. van de Lindt,Pouria Bahmani,Gary Mochizuki,Steven E. Pryor,Mikhail Gershfeld,Jingjing Tian,Michael D. Symans,Douglas R. Rammer +7 more
TL;DR: In this article, the majority of these buildings were constructed from the 1920s to the 1960s and are pro-posed as a disaster preparedness problem for decades, and they have been recognized as a soft-story wood-frame buildings.
Journal ArticleDOI
Shake table testing of a full-scale seven-story steel–wood apartment building
TL;DR: In this paper, a 7-story light-frame wood apartment building was subjected to a series of earthquakes at the world's largest shake table in Miki, Japan, and the test results for the seven-story steel-wood building tested to earthquakes having return periods of 72 and 665 years.
Journal ArticleDOI
Experimental Seismic Behavior of a Full-Scale Four-Story Soft-Story Wood-Frame Building with Retrofits. I: Building Design, Retrofit Methodology, and Numerical Validation
Pouria Bahmani,John W. van de Lindt,Mikhail Gershfeld,Gary Mochizuki,Steven E. Pryor,Douglas R. Rammer +5 more
TL;DR: The NEES-Soft project was a five-university multi-industry effort that culminated in a series of full-scale soft-story wood-frame building tests to validate retrofit philosophies proposed by as discussed by the authors.