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Y. H. Lei
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Y. H. Lei
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Y. H. Lei
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1
Diagenesis and Fluid Flow Variability of Structural Heterogeneity Units in Tight Sandstone Carrier Beds of Dibei, Eastern Kuqa Depression
by
H. Shi
,
X. R. Luo
,
G. L. Lei
,
L. Q. Zhang
,
L. K. Zhang
,
Y
.
H
.
Lei
Published 2017-01-01
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Article
2
Dynamic Analysis of Transmission Towers Under Environmental Loads
by
Chia-Hung Tsai
,
蔡佳宏
Published 2005
Other Authors:
“
...
Y
.
H
.
Lei
...
”
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Others
3
Seismic Analysis of Asymmetric Structures - Considering Soil & Structure Interaction
by
Szu-Hua Chen
,
陳峙樺
Published 2005
Other Authors:
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...
Y
.
H
.
Lei
...
”
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4
Seismic Nonlinear Analysis of Transmission Towers Considering Soil-Structure Interaction
by
YiHsien Lin
,
林溢賢
Published 2001
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Y
.
H
.
Lei
...
”
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5
Seismic Nonlinear Analysis of Cable-Stayed Bridge Considering Soil-Structure Interaction
by
Ying-Wei Lee
,
李英偉
Published 2001
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Y
.
H
.
Lei
...
”
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6
Seismic Analysis of 3-D Curved Box Bridges Equipped with Passive-Control Bearings
by
Kuo Chin Shen
,
郭志昇
Published 2003
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Y
.
H
.
Lei
...
”
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7
Nonlinearity Seismic Analysis of Transmission Towers
by
HsiangChen Wang
,
王祥蓁
Published 2003
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Y
.
H
.
Lei
...
”
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8
Further Study upon Transformation Curves for Multiple-Support Design
by
Su-Hi Chen
,
陳述義
Published 1994
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...
Y.H.Lei
...
”
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9
Seismic Nonlinear Analysis of Asymmetric RC Buildings Considering Soil-Structure Interaction
by
I. Y. Horng
,
洪英逸
Published 2000
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Y
.
H
.
Lei
...
”
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10
Seismic Analysis of Cable-stayed bridges Considering Soil Structure Interaction
by
P.J. Chen
,
陳柏均
Published 2000
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Y
.
H
.
Lei
...
”
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11
Seismic Nonlinear Analysis of Cable-Stayed bridge in Various Soil Condition - Considering Geometric and Material Nonlinearity
by
HungWei Chen
,
陳宏威
Published 2002
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...
Y
.
H
.
Lei
...
”
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12
Seismic Nonlinear Analysis of Transmission Towers under Various Geometric Configurations─Considering Soil-Structure Interaction
by
Hsin-Fan Yeh
,
葉信汎
Published 2002
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...
Y
.
H
.
Lei
...
”
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13
Seismic Analysis of Asymmetric Structures Including Soil-structure Interaction Effects
by
Han Rao Wang
,
王瀚饒
Published 1999
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Y
.
H
.
Lei
...
”
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