Journal
JOURNAL OF EARTHQUAKE ENGINEERING
Volume 26, Issue 10, Pages 5086-5108Publisher
TAYLOR & FRANCIS LTD
DOI: 10.1080/13632469.2020.1859004
Keywords
Rocking; freestanding structure; historical structures; distinct element method; post-earthquake reconnaissance; statue
Funding
- University of Nebraska-Lincoln College of Engineering
- Layman Foundation of the University of Nebraska-Lincoln
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The study investigates the dynamic response of freestanding structures under real-world conditions by analyzing two statue-pedestal systems that overturned during the 2014 South Napa Earthquake. The comparison between numerical simulations and observed response reveals key details regarding the impact of soil at the base, contact stiffness, statue orientation, and ground motion directionality.
The dynamic response of freestanding structures is poorly predicted due to known sensitivity to geometry and input motion. To further elucidate the salient features of this dynamic response, the aim of this study is to investigate the response of complex freestanding systems under real-world conditions. Two statue-pedestal systems that overturned during the 2014 South Napa Earthquake are employed in this study. The results of the numerical simulation are analyzed in comparison to the observed response which unlocks key details regarding the impact of soil at the base, contact stiffness, statue orientation, and ground motion directionality.
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