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authorId(s): 2219029550
Author(s): George C. Lee
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3981
A Framework to Quantitatively Assess and Enhance the Seismic Resilience of Communities
M. Bruneau, Stephanie E. Chang, ..., D. von Winterfeldt
2003
278
Application of Ultra-High Performance Concrete in bridge engineering
Mi Zhou, Wei Lu, ..., George C. Lee
2018
227
Large-Scale Experimental Study of Precast Segmental Unbonded Posttensioned Concrete Bridge Columns for Seismic Regions
Y. Ou, Ping‐Hsiung Wang, ..., George C. Lee
2010
204
Seismic Performance of Segmental Precast Unbonded Posttensioned Concrete Bridge Columns
Y. Ou, Methee Chiewanichakorn, ..., George C. Lee
2007
183
Cyclic behavior of precast segmental concrete bridge columns with high performance or conventional steel reinforcing bars as energy dissipation bars
Y. Ou, M. Tsai, ..., George C. Lee
2010
151
Large‐scale seismic tests of tall concrete bridge columns with precast segmental construction
Jui-Chen Wang, Y. Ou, ..., George C. Lee
2008
130
Performance of a Seismically Isolated Bridge under Near-Fault Earthquake Ground Motions
Jerry Shen, M. Tsai, ..., George C. Lee
2004
111
Cyclic Loading Test of Unbonded and Bonded Posttensioned Precast Segmental Bridge Columns with Circular Section
Z. Bu, Y. Ou, ..., George C. Lee
2016
106
MECHANICAL PROPERTIES OF CONCRETE AT LOW TEMPERATURE
George C. Lee, T. Shih, Kuei-Chung Chang
1988
92
Damage diagnosis of steel frames using vibrational signature analysis
G. Yao, K. Chang, George C. Lee
1992

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