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在“
Elsevier电子期刊
”中,
命中:
1,227
条,耗时:0.0200179 秒
在所有数据库中总计命中:
1,904
条
1.
A combination of GFRP sheets and steel cage for
seismic
strengthening of shear-deficient corner RC beam-column joints
作者:
Esmaeel Esmaeeli
a
;
esmaeeli_civil@outlook.com" class="auth_mail" title="E-mail the corresponding author
;
Fakhreddin Danesh
b
;
Kong Fah Tee
a
;
Sassan Eshghi
c
关键词:
Seismic
retrofitting
;
RC beam-column joint
;
GFRP sheets
;
Steel cage
;
Bidirectional
loading
;
Cyclic behaviour
;
Anchorage system
刊名:Composite Structures
出版年:2017
2.
Ultimate strengths of FRC rectangular columns subjected to simulated
seismic
loading
: Experimental database and new models
作者:
Gaochuang Cai
;
gaochuang.cai@uhasselt.be" class="auth_mail" title="E-mail the corresponding author
;
Hervé
;
Degé
e
关键词:
Fibre reinforced concrete
;
Shear strength
;
Flexure strength
;
Failure mode
;
Seismic
assessment
刊名:Archives of Civil and Mechanical Engineering
出版年:2017
3.
Seismic
performance of T-shaped steel-concrete composite structural walls subjected to
loading
s from different directions
作者:
Wenwu Lan
a
;
b
;
Zhongwen Zhang
c
;
Bing Li
c
;
cbli@ntu.edu.sg
关键词:
Steel-concrete composite
;
Non-rectangular wall
;
Material nonlinearity
;
Cyclic
loading
;
finite element
;
Hysteresis loops
刊名:Journal of Constructional Steel Research
出版年:2017
4.
Numerical modelling of FRP-reinforced masonry walls under in-plane
seismic
loading
作者:
Si Zhang
a
;
b
;
c
;
Dongmin Yang
b
;
d.yang@leeds.ac.uk
;
Yong Sheng
b
;
Stephen W. Garrity
b
;
Lihua Xu
a
关键词:
Masonry walls
;
FRP
;
FE modelling
;
Cohesive element
;
Seismic
performance
;
Shear capacity
刊名:Construction and Building Materials
出版年:2017
5.
Seismic
Behavior of Blind Bolted CFST Frames with Semi-rigid Connections
作者:
Jingfeng Wang
a
;
b
;
jfwang008@163.com
;
Jiaxin Wang
a
;
Haitao Wang
a
关键词:
Seismic
behavior
;
Semi-rigid connections
;
Concrete-filled steel tubular (CFST)
;
Blind bolts
刊名:Structures
出版年:2017
6.
Seismic
performance of a new through rib stiffener beam connection to concrete-filled steel tubular columns: An experimental study
作者:
Mahdi Zeinizadeh Jeddi
;
N.H. Ramli Sulong
;
hafizah_ramli@um.edu.my
;
M.M. Arabnejad Khanouki
关键词:
Beam to concrete-filled tubular (CFT) column connection
;
Through-rib stiffener
;
Cyclic
loading
;
Seismic
performance
;
Ductility
;
Energy dissipation
刊名:Engineering Structures
出版年:2017
7.
Finite element study of the effect of support rotation on the horizontal behavior of elastomeric bearings
作者:
Saman Rastgoo Moghadam
;
Dimitrios Konstantinidis
;
konstant@mcmaster.ca
关键词:
Laminated rubber bearings
;
Seismic
isolation
;
Rotation
;
Combined
loading
;
Finite element analysis
刊名:Composite Structures
出版年:2017
8.
Experimental Study on
Seismic
Performance of New RCS Connection
作者:
Xuan Huy Nguyen
a
;
Quang-Huy Nguyen
b
;
quang-huy.nguyen@insa-rennes.fr
;
Dang Dung Le
a
;
Olivia Mirza
c
关键词:
Hybrid structures
;
Beam-column
;
RCS joint
;
Seismic
performance
;
Mechanical testing
刊名:Structures
出版年:2017
9.
Seismic
performance of a non-through-core concrete between concrete-filled steel tubular columns and reinforced concrete beams
作者:
Fa-xing Ding
a
;
Guo-an Yin
a
;
Li-ping Wang
a
;
wlp2016@csu.edu.cn
;
Di Hu
a
;
Gang-qiang Chen
a
;
b
关键词:
Concrete filled steel tube (CFST)
;
Non-through-core composite connection
;
Seismic
behavior
;
Energy dissipation
;
Axial compression ratio
刊名:Thin-Walled Structures
出版年:2017
10.
Fiber reinforced elastomeric isolators for the
seismic
isolation of bridges
作者:
Yasser M. Al-Anany
;
alananym@mcmaster.ca
;
Michael J. Tait
taitm@mcmaster.ca
关键词:
Seismic
isolation
;
Bridge structures
;
Fiber-reinforced
;
Elastomeric isolator
;
Experimental testing
;
Finite element analysis
刊名:Composite Structures
出版年:2017
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