G
George C. Lee
Researcher at University at Buffalo
Publications - 154
Citations - 6915
George C. Lee is an academic researcher from University at Buffalo. The author has contributed to research in topics: Earthquake engineering & Finite element method. The author has an hindex of 30, co-authored 154 publications receiving 5570 citations. Previous affiliations of George C. Lee include State University of New York System.
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Journal ArticleDOI
A Framework to Quantitatively Assess and Enhance the Seismic Resilience of Communities
Michel Bruneau,Stephanie E. Chang,Ronald T. Eguchi,George C. Lee,Thomas D. O'Rourke,Andrei M. Reinhorn,Masanobu Shinozuka,Kathleen J. Tierney,William A. Wallace,Detlof von Winterfeldt +9 more
TL;DR: In this article, the authors present a conceptual framework to define seismic resilience of communities and quantitative measures of resilience that can be useful for a coordinated research effort focusing on enhancing this resilience.
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Large-Scale Experimental Study of Precast Segmental Unbonded Posttensioned Concrete Bridge Columns for Seismic Regions
TL;DR: In this paper, a precast segmental unbonded post-tensioned concrete bridge columns for use in regions of high seismicity was investigated experimentally, where mild steel bars continuous across the segment joints, referred to as energy dissipation (ED) bars, were used to enhance the seismic resistance of the columns.
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Application of Ultra-High Performance Concrete in bridge engineering
TL;DR: In this article, the advantages of UHPC compared with the common concrete, such as superior mechanical performance, excellent anti-seismic property and resistance against environmental degradation are introduced.
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Seismic Performance of Segmental Precast Unbonded Posttensioned Concrete Bridge Columns
TL;DR: In this paper, the seismic performance of segmental precast unbonded posttensioned bridge columns with hollow cross sections is investigated, and a simplified analytical model to predict the lateral force-displacement response (pushover curve) is proposed.
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Cyclic behavior of precast segmental concrete bridge columns with high performance or conventional steel reinforcing bars as energy dissipation bars
TL;DR: In this paper, the cyclic behavior of precast segmental concrete bridge columns with high performance (HP) steel reinforcing bars and that with conventional steel reinforcement bars as energy dissipation (ED) bars were investigated.