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知网期刊论文(1836)
在“
Elsevier电子期刊
”中,
命中:
58
条,耗时:0.126934 秒
在所有数据库中总计命中:
3,935
条
1.
A simplified elastic analysis of tunnel-piled
structure
interaction
作者:
Andrea Franza
a
;
andreafranza@gmail.com
;
Alec M. Marshall
a
;
Twana Haji
a
;
Amged O. Abdelatif
b
;
Sandro Carbonari
c
;
Michele Morici
d
关键词:
Tunnelling
;
Pile
;
Soil
-
structure
interaction
;
Building response
刊名:Tunnelling and
Underground
Space Technology
出版年:2017
2.
Modelling of acoustic and elastic wave propagation from
underground
structure
s using a 2.5D BEM-FEM approach
作者:
A. Romero
a
;
aro@us.es
;
P. Galví
;
n
a
;
J. Antó
;
nio
b
;
J. Domí
;
nguez
a
;
A. Tadeu
b
关键词:
2.5D BEM-FEM
;
Noise and vibration
;
Tunnels
;
Soil
-
structure
interaction
;
Fluid-
structure
interaction
刊名:Engineering Analysis with Boundary Elements
出版年:2017
3.
Dynamic behaviors of
underground
structure
s in E-Defense shaking experiments
作者:
Yohsuke Kawamata
a
;
kawamata@bosai.jo.jp" class="auth_mail" title="E-mail the corresponding author
;
Manabu Nakayama
b
;
mnakaya@css.kobegakuin.ac.jp" class="auth_mail" title="E-mail the corresponding author
;
Ikuo Towhata
c
;
towhata.ikuo.ikuo@gmail.com" class="auth_mail" title="E-mail the corresponding author
;
Susumu Yasuda
d
;
yasuda@g.dendai.ac.jp" class="auth_mail" title="E-mail the corresponding author
关键词:
Large-scale
;
Shake table test
;
Underground
structure
;
Soil
&ndash
;
structure
interaction
刊名:
Soil
Dynamics and Earthquake Engineering
出版年:2016
4.
Development of dynamic centrifuge models of
underground
structure
s near tall buildings
作者:
S. Dashti
a
;
shideh.dashti@colorado.edu" class="auth_mail" title="E-mail the corresponding author
;
Y.M.A. Hashash
b
;
hashash@illinois.edu" class="auth_mail" title="E-mail the corresponding author
;
K. Gillis
a
;
kenneth.gillis@colorado.edu" class="auth_mail" title="E-mail the corresponding author
;
M. Musgrove
b
;
mmusgro2@illinois.edu" class="auth_mail" title="E-mail the corresponding author
;
M. Walker
c
;
martin.walker@arup.com" class="auth_mail" title="E-mail the corresponding author
关键词:
Centrifuge modeling
;
Soil
-
structure
-
underground
structure
-
interaction
;
Tall buildings
;
Seismic performance
;
Infra
structure
刊名:
Soil
Dynamics and Earthquake Engineering
出版年:2016
5.
A centrifuge study of the influence of site response, relative stiffness, and kinematic constraints on the seismic performance of buried reservoir
structure
s
作者:
A. Hushmand
a
;
S. Dashti
a
;
shideh.dashti@colorado.edu" class="auth_mail" title="E-mail the corresponding author
;
C. Davis
b
;
J.S. McCartney
c
;
B. Hushmand
d
关键词:
Underground
reservoir
structure
s
;
Seismic
soil
-
structure
interaction
;
Centrifuge modeling
;
Seismic earth pressures
;
Site response
;
Sinusoidal and earthquake motions
刊名:
Soil
Dynamics and Earthquake Engineering
出版年:2016
6.
Response analysis of nearby
structure
s to tunneling-induced ground movements in clay
soil
s
作者:
Moorak Son
mson@daegu.ac.kr" class="auth_mail" title="E-mail the corresponding author
关键词:
Tunneling
;
Ground movement
;
Clay
soil
;
Structural damage
;
Damage estimation
;
Engineering practice
;
Soil
&ndash
;
structure
interaction
刊名:Tunnelling and
Underground
Space Technology
出版年:2016
7.
Soil
-tunnel
Interaction
under Medium Internal Blast Loading
作者:
Yuzhen han
a
;
1
;
hanyuzhen815@gmail.com" class="auth_mail" title="E-mail the corresponding author
;
1006680271@qq.com" class="auth_mail" title="E-mail the corresponding author
;
Lei Zhang
b
;
2
;
Xiuren Yang
a
;
b
关键词:
soil
-tunnel
interaction
;
blast
;
underground
structure
s
;
Finite Element method
刊名:Procedia Engineering
出版年:2016
8.
A model to assess the response of an arched roof of a lined tunnel
作者:
A.N. Dancygier
;
avidan@technion.ac.il" class="auth_mail" title="E-mail the corresponding author
;
Y.S. Karinski
;
A. Chacha
关键词:
Arched roof
;
Arching coefficient
;
Lined tunnel
;
Soil
-
structure
interaction
刊名:Tunnelling and
Underground
Space Technology
出版年:2016
9.
Seismic response of
underground
reservoir
structure
s in sand: Evaluation of Class-C and C1 numerical simulations using centrifuge experiments
作者:
Y.H. Deng
a
;
S. Dashti
b
;
shideh.dashti@colorado.edu" class="auth_mail" title="E-mail the corresponding author
;
A. Hushmand
b
;
C. Davis
c
;
B. Hushmand
d
关键词:
Centrifuge
;
Seismic
soil
-
structure
interaction
;
Nonlinear finite element analyses
;
Buried reservoir
structure
s
刊名:
Soil
Dynamics and Earthquake Engineering
出版年:2016
10.
FEM Modelling of the Seismic Behavior of a Tunnel-
soil
-Aboveground Building System: A Case History in Catania (Italy)
作者:
Glenda Abate
;
Sebastiano Corsico
;
Maria Rossella Massimino
;
mmassimi@dica.unict.it" class="auth_mail" title="E-mail the corresponding author
关键词:
Full-coupled analysis
;
clay
;
soil
non linearity
;
amplification ratios
;
seismic tunnel lining forces
刊名:Procedia Engineering
出版年:2016
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