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在“
Elsevier电子期刊
”中,
命中:
1,522
条,耗时:0.1609514 秒
在所有数据库中总计命中:
2,428
条
1.
The effect of nonlinear wave-
structure
and
soil
-
structure
interaction
s in the design of an offshore
structure
作者:
Konstantinos Chatziioannou
a
;
Vanessa Katsardi
b
;
vkatsardi@civ.uth.gr
;
Apostolos Koukouselis
a
;
Euripidis Mistakidis
a
;
emistaki@uth.gr
关键词:
Fluid-
structure
interaction
s
;
Soil
-
structure
interaction
s
;
Fully nonlinear waves
;
Geometrically nonlinear analysis
;
Offshore
structure
s
刊名:Marine
Structure
s
出版年:2017
2.
In-plane
soil
-
structure
interaction
in layered, fluid-saturated, poroelastic half-space II: Pore pressure and volumetric strain
作者:
Jianwen Liang
a
;
Jia Fu
a
;
Maria I. Todorovska
b
;
Mihailo D. Trifunac
b
;
trifunac@usc.edu
关键词:
Dynamic
soil
-
structure
interaction
;
Layered half-space
;
Poroelastic fluid-saturated layer
;
Rigid foundation
;
Shear wall
;
Pore pressure
;
System frequency
;
Soil
layer resonant frequencies
刊名:
Soil
Dynamics and Earthquake Engineering
出版年:2017
3.
Ductility demands of MRF
structure
s on soft
soil
s considering
soil
-
structure
interaction
作者:
M. Ghandil
;
F. Behnamfar
;
farhad@cc.iut.ac.ir
关键词:
Ductility demand
;
Nonlinear
soil
-
structure
interaction
;
3D-MRF
structure
s
;
Semi-analytical equations
刊名:
Soil
Dynamics and Earthquake Engineering
出版年:2017
4.
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
5.
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
6.
Metaheuristic based optimization of tuned mass dampers under earthquake excitation by considering
soil
-
structure
interaction
作者:
Gebrail Bekdaş
bekdas@istanbul.edu.tr
;
Sinan Melih Nigdeli
;
melihnig@istanbul.edu.tr
关键词:
Soil
-
structure
interaction
;
Structural control
;
Tuned mass damper
;
Optimization
;
Metaheuristic algorithms
;
Seismic
structure
s
刊名:
Soil
Dynamics and Earthquake Engineering
出版年:2017
7.
A 2.5-D coupled FE-BE model for the dynamic
interaction
between saturated
soil
and longitudinally invariant
structure
s
作者:
Chao He
1310756@tongji.edu.cn
;
Shunhua Zhou
;
zhoushh@tongji.edu.cn
;
Honggui Di
dihongguila@126.com
;
Yao Shan
shanyao@tongji.edu.cn
关键词:
Saturated
soil
;
Longitudinally invariant
structure
;
Dynamic
soil
&ndash
;
structure
interaction
;
Finite element&ndash
;
boundary element coupling
;
2.5-D modelling
刊名:Computers and Geotechnics
出版年:2017
8.
Seismic
soil
structure
interaction
analysis for asymmetrical buildings supported on piled raft for the 2015 Nepal earthquake
作者:
Pallavi Badry
pallavi.ravishankar@research.iiit.ac.in
;
Neelima Satyam
;
neelima.satyam@iiit.ac.in
关键词:
DSSI
;
Asymmetrical building
;
Soil
pile
interaction
;
Asymmetrical pile groups
;
Nepal earthquake
刊名:Journal of Asian Earth Sciences
出版年:2017
9.
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
10.
Modal and nodal impedance functions for truncated semi-infinite
soil
domains
作者:
E. Esmaeilzadeh Seylabi
a
;
C. Jeong
b
;
E. Taciroglu
a
;
etacir@ucla.edu
关键词:
Soil
-
structure
interaction
;
Sub
structure
method
;
Soil
-foundation interface flexibility
;
Reduced-order models
;
Modal impedance function
;
Nodal impedance function
刊名:
Soil
Dynamics and Earthquake Engineering
出版年:2017
1
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3
4
5
6
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