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Wiley电子期刊(6)
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Elsevier电子期刊(269)
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在“
Elsevier电子期刊
”中,
命中:
269
条,耗时:小于0.01 秒
在所有数据库中总计命中:
388
条
1.
Seismic collapse assessment of non-seismically designed circular RC
bridge
piers
retrofitted with FRP composites
作者:
Anant Parghi
;
anantparghi@alumni.ubc.ca
;
M. Shahria Alam
关键词:
Fiber reinforced polymer
;
Bridge
piers
;
Fragility curve
;
Confinement ratio
;
Nonlinear analyses
;
Collapse assessment
刊名:Composite Structures
出版年:2017
2.
Seismic behavior of coupled column
bridge
RC
piers
: Experimental campaign
作者:
A. Monteiro
;
a.bessa@fe.up.pt
;
A. Arê
;
de
aarede@fe.up.pt
;
N. Vila Pouca
nelsonvp@fe.up.pt
关键词:
Experimental campaign
;
Non-linear cyclic behavior
;
RC
bridge
piers
;
Coupling beams
;
Shear ductility
刊名:Engineering Structures
出版年:2017
3.
Experiments on prefabricated segmental
bridge
piers
with continuous longitudinal reinforcing bars
作者:
Changsu Shim
a
;
csshim@cau.ac.kr
;
Sangyong Lee
b
;
lsy12344@cau.ac.kr
;
Seongjun Park
b
;
sakano@nate.com
;
Chandara Koem
b
;
koemchandara@cau.ac.kr
关键词:
Cyclic test
;
Post-tensioned precast
bridge
pier
;
Seismic performance
;
Ductility
;
Energy absorption capacity
刊名:Engineering Structures
出版年:2017
4.
Soil-structure interaction effects in single
bridge
piers
founded on inclined pile groups
作者:
Sandro Carbonari
a
;
;
Michele Morici
a
;
Francesca Dezi
b
;
Fabrizio Gara
a
;
Graziano Leoni
c
关键词:
Bridge
piers
;
Foundation filtering effect
;
Foundation rocking
;
Inclined piles
;
Soil-structure interaction
刊名:Soil Dynamics and Earthquake Engineering
出版年:2017
5.
Seismic failure mode of coastal
bridge
piers
considering the effects of corrosion-induced damage
作者:
Wei Yuan
;
Anxin Guo
;
guoanxin@hit.edu.cn
;
Hui Li
关键词:
Coastal
bridge
pier
;
Marine environment
;
Corrosion
;
Seismic failure mode
;
Hysteretic response
;
Equivalent plastic hinge length
刊名:Soil Dynamics and Earthquake Engineering
出版年:2017
6.
Axial Compression Behaviour of Long Concrete Filled Double Skinned Steel Tubular Columns
作者:
Sulthana U. M.
;
Jayachandran S. A.
;
aruls@iitm.ac.in
关键词:
Ac
;
area of in-filled concrete
;
As
;
area of steel tube
;
Asi
;
Aso
;
area of inner and outer steel tubes respectively
;
D
;
diameter of CFST specimen
;
Dh
;
diameter of hollow core
;
Di
;
Do
;
diameter of inner and outer steel tubes respectively
;
Ec
;
modulus of elasticity of concrete
;
Es
;
modulus of elasticity of steel
;
Esi
;
Eso
;
modulus of elasticity of inner and outer steel tubes respectively
;
EIeff
;
effective flexural rigidity
;
fyi
;
fyo
;
yield strength of inner and outer steel tubes respectively
;
fck
;
2
刊名:Structures
出版年:2017
7.
New Stary Most (Old
Bridge
) Across Danube River in Bratislava
作者:
Petr Novotný
;
;
p.novotny@shp.eu" class="auth_mail" title="E-mail the corresponding author
;
Pavlí
;
na Juchelková
;
Pavel Svoboda
;
Jiří
;
Strá
;
ský
关键词:
Old
bridge
;
steel truss
;
Danube
;
trams
;
piers
;
superstructure
;
launching
;
floating support
刊名:Procedia Engineering
出版年:2016
8.
Three-dimensional finite element modelling of rocking
bridge
piers
under cyclic loading and exploration of options for increased energy dissipation
作者:
Emma J. Leitner
a
;
emma.leitner@research.uwa.edu.au" class="auth_mail" title="E-mail the corresponding author
;
Hong Hao
b
;
hong.hao@curtin.edu.au" class="auth_mail" title="E-mail the corresponding author
关键词:
Rocking
;
Bridge
piers
;
Cyclic loading
;
Finite element
;
Post-tensioning
;
FRP
;
Energy dissipation
;
SMA
刊名:Engineering Structures
出版年:2016
9.
Influence of RC jacketing on the seismic vulnerability of RC
bridge
s
作者:
Bertha Alejandra Olmos Navarrete
a
;
bolmos@umich.mx" class="auth_mail" title="E-mail the corresponding author
;
José
;
Manuel Jara Guerrero
a
;
jmjara@umich.mx" class="auth_mail" title="E-mail the corresponding author
;
Marí
;
a de la Consolació
;
n Trinidad Juana Gó
;
mez Soberó
;
n
b
;
cgomez@correo.azc.uam.mx" class="auth_mail" title="E-mail the corresponding author
;
Manuel Jara Dí
;
az
a
;
mjara@umich.mx" class="auth_mail" title="E-mail the corresponding author
关键词:
RC jacketing
;
RC
piers
;
Bridge
s
;
Rehabilitation
;
Retrofit system
;
Piers
&rsquo
;
vulnerability
刊名:Engineering Structures
出版年:2016
10.
Kinematic Response of
Bridge
Piers
作者:
Roberto Cairo
;
rcairo@unical.it" class="auth_mail" title="E-mail the corresponding author
;
Giovanni Dente
;
Stefano Dodaro
关键词:
kinematic interaction
;
bridge
s
;
seismic waves
;
inertial interaction
刊名:Procedia Engineering
出版年:2016
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