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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
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278
Application of Ultra-High Performance Concrete in bridge engineering
Mi Zhou
,
Wei Lu
, ...,
George C. Lee
2018
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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
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204
Seismic Performance of Segmental Precast Unbonded Posttensioned Concrete Bridge Columns
Y. Ou
,
Methee Chiewanichakorn
, ...,
George C. Lee
2007
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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
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151
Large‐scale seismic tests of tall concrete bridge columns with precast segmental construction
Jui-Chen Wang
,
Y. Ou
, ...,
George C. Lee
2008
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130
Performance of a Seismically Isolated Bridge under Near-Fault Earthquake Ground Motions
Jerry Shen
,
M. Tsai
, ...,
George C. Lee
2004
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111
Cyclic Loading Test of Unbonded and Bonded Posttensioned Precast Segmental Bridge Columns with Circular Section
Z. Bu
,
Y. Ou
, ...,
George C. Lee
2016
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106
MECHANICAL PROPERTIES OF CONCRETE AT LOW TEMPERATURE
George C. Lee
,
T. Shih
,
Kuei-Chung Chang
1988
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92
Damage diagnosis of steel frames using vibrational signature analysis
G. Yao
,
K. Chang
,
George C. Lee
1992
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