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CNKI期刊论文0611(79)
标准(2)
在“
Elsevier电子期刊
”中,
命中:
655
条,耗时:0.0130253 秒
在所有数据库中总计命中:
23,356
条
1.
Evaluation of full scale shear performance of tension anchor
foundation
s: Load
displacement
curves and failure criteria
作者:
Paolo Bergamo
a
;
1
;
Shane Donohue
a
;
s.donohue@qub.ac.uk
;
Damian Callan
b
;
Adam Holland
b
;
2
;
John McCarey
b
;
William Brown
b
;
3
;
Michael McSherry
b
;
Cillian Ward
b
;
Giuseppina Amato
a
;
V. Sivakumar
a
关键词:
Post-tensioned anchor
;
Offshore
foundation
;
Marine energy
;
Shear performance
;
Direct shear test
;
Full-scale testing
刊名:Ocean Engineering
出版年:2017
2.
Load-
displacement
and upper-bound solutions of a loaded laterally pile in clay based on a total-
displacement
-loading EMSD method
作者:
Jian Yu
a
;
b
;
Maosong Huang
a
;
mshuang@tongji.edu.cn
;
Sen Li
a
;
C.F. Leung
b
关键词:
Upper bound
;
Laterally loaded piles
;
Mobilisable strength design
;
P-y curve
刊名:Computers and Geotechnics
出版年:2017
3.
Buckling analysis of circular functionally graded plate under uniform radial compression including shear deformation with linear and quadratic thickness variation on the Pasternak elastic
foundation
作者:
Abbas Heydari
;
a
;
a_heydari@tabrizu.ac.ir
;
a_heydari@alum.sharif.edu
;
Abdolrahim Jalali
a
;
Ali Nemati
b
关键词:
Buckling
;
Functionally graded circular plate
;
Higher order shear deformation theory
;
Pasternak elastic
foundation
;
Euler&ndash
;
Lagrange
;
Spectral Ritz method
刊名:Applied Mathematical Modelling
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.
Wave-induced seabed response around an offshore pile
foundation
platform
作者:
Qi Zhang
a
;
b
;
Xiang-Lian Zhou
a
;
b
;
zhouxl99@hotmail.com
;
zhouxl@sjtu.edu.cn
;
Jian-Hua Wang
c
;
Jun-Jie Guo
a
;
b
关键词:
Pile
foundation
platform
;
Porous seabed
;
Wave motion
;
u-p Model
刊名:Ocean Engineering
出版年:2017
6.
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
7.
Anti-plane response caused by interactions between a dike and the surrounding soil
作者:
Wen-Shinn Shyu
a
;
Tsung-Jen Teng
b
;
Chuen-Shii Chou
c
;
cschou@mail.npust.edu.tw
关键词:
SH wave
;
Symmetric dike
;
Hybrid method
;
Natural fixed-base frequency
;
Quasi-resonance frequency
刊名:Soil Dynamics and Earthquake Engineering
出版年:2017
8.
Dynamic stability of single-walled carbon nanotube embedded in a viscoelastic medium under the influence of the axially harmonic load
作者:
Danilo Karličić
a
;
danilok@mi.sanu.ac.rs
;
danilo.karlicic@masfak.ni.ac.rs
;
Predrag Kozić
b
;
Ratko Pavlović
b
;
Nikola Ne&scaron
;
ić
a
关键词:
Nonlocal elasticity
;
Dynamic stability
;
Embedded nanobeam
;
Magnetic field
;
Time-varying axial load
刊名:Composite Structures
出版年:2017
9.
On the concept of “far points” in Hertz contact problems
作者:
Ivan Argatov
a
;
ivan.argatov@gmail.com
;
Mark Kachanov
b
;
mark.kachanov@tufts.edu
;
Gennady Mishuris
c
;
ggm@aber.ac.uk
关键词:
Hertzian contact
;
Far points
;
Contact compliance
;
Asymptotic model
刊名:International Journal of Engineering Science
出版年:2017
10.
Displacement
s of tower
foundation
s in permafrost regions along the Qinghai-Tibet Power Transmission Line
作者:
Lei Guo
a
;
c
;
Yanli Xie
b
;
Qihao Yu
a
;
yuqh@lzb.ac.cn" class="auth_mail" title="E-mail the corresponding author
;
Yanhui You
a
;
Xinbin Wang
a
;
Xiaoning Li
a
;
c
关键词:
Tower
foundation
;
Displacement
;
Permafrost
;
Causes
刊名:Cold Regions Science and Technology
出版年:2016
1
2
3
4
5
6
7
8
9
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