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在“
Elsevier电子期刊
”中,
命中:
847
条,耗时:0.0199907 秒
在所有数据库中总计命中:
1,148
条
1.
Influence of plate length and anchor position on FRP-to-
concrete
joint
s anchored with FRP anchors
作者:
Huawen Zhang
a
;
Scott T. Smith
b
;
scott.smith@scu.edu.au" class="auth_mail" title="E-mail the corresponding author
关键词:
Concrete
;
FRP
;
FRP anchors
;
Joint
s
;
Load-slip model
;
Partial interaction model
刊名:Composite Structures
出版年:2017
2.
Push-out tests for perfobond strip connectors with UHPC grout in the
joint
s of steel-
concrete
hybrid bridge girders
作者:
Shaohua He
a
;
Zhi Fang
a
;
fangzhi@hnu.edu.cn
;
Ayman S. Mosallam
b
关键词:
Perfobond strip connector
;
Steel-
concrete
joint
s
;
Ultra-high performance
concrete
(UHPC)
;
Ultimate strength
;
Push-out tests
刊名:Engineering Structures
出版年:2017
3.
Seismic performance assessment of blind bolted steel-
concrete
composite
joint
s based on pseudo-dynamic testing
作者:
Jingfeng Wang
a
;
b
;
jfwang008@163.com
;
Huijie Zhang
a
关键词:
Composite
joint
;
Concrete
-filled thin-walled steel tubular (CFTST)
;
Pseudo-dynamic test (PDTs)
;
Seismic behavior
刊名:Engineering Structures
出版年:2017
4.
Strut-and-tie model for interior RC beam-column
joint
s with substandard details retrofitted with CFRP jackets
作者:
Yasuteru Okahashi
a
;
Chris P. Pantelides
b
;
c.pantelides@utah.edu
关键词:
Fiber Reinforced Polymer composites
;
Joint
s
;
Reinforced
concrete
;
Retrofit
;
Seismic
;
Strut-and-tie model
刊名:Composite Structures
出版年:2017
5.
Lower bound equilibrium element and submodel for shear
joint
s in precast
concrete
structures
作者:
Morten A. Herfelt
a
;
mahe@alectia.com
;
Peter N. Poulsen
b
;
Linh C. Hoang
b
;
Jesper F. Jensen
a
关键词:
In-situ cast
joint
s
;
Limit analysis
;
Precast
concrete
;
Finite element
;
Rigid plasticity
;
Yield criterion
;
Multiscale
刊名:Engineering Structures
出版年:2017
6.
Analytical behaviour of CFDST chord to CHS brace composite K-
joint
s
作者:
Chao Hou
a
;
b
;
Lin-Hai Han
b
;
lhhan@tsinghua.edu.cn
;
lhhanqw@gmail.com
关键词:
Composite K-
joint
s
;
Concrete
filled double-skin steel tube (CFDST)
;
Finite element analysis (FEA)
;
Full-range behaviour
;
Simplified design formulae
刊名:Journal of Constructional Steel Research
出版年:2017
7.
Experimental study on blind bolted connections to
concrete
-filled stainless steel columns
作者:
Zhong Tao
a
;
z.tao@westernsydney.edu.au
;
Md Kamrul Hassan
a
;
Tian-Yi Song
a
;
Lin-Hai Han
b
关键词:
Beam-column
joint
s
;
Blind bolts
;
Concrete
-filled stainless steel tubes
;
Composite beams
刊名:Journal of Constructional Steel Research
出版年:2017
8.
Structural behavior of a new moment-resisting DfD
concrete
connection
作者:
Jianzhuang Xiao
a
;
b
;
jzx@tongji.edu.cn
;
Tao Ding
a
;
1130461@tongji.edu.cn
;
Qingtian Zhang
a
关键词:
Design for deconstruction (DfD)
;
Concrete
connection
;
Structural behavior
;
Moment-resisting
;
Natural aggregate
concrete
(NAC)
;
Recycled aggregate
concrete
(RAC)
刊名:Engineering Structures
出版年:2017
9.
Experimental investigation into bond behavior of FRP-to-
concrete
under mixed-mode I/II loading
作者:
Majid Ghorbani
a
;
majid.ghorbani1@cv.iut.ac.ir
;
Davood Mostofinejad
a
;
b
;
dmostofi@cc.iut.ac.ir
;
Ardalan Hosseini
c
;
d
;
ardalan.hosseini@empa.ch
关键词:
CFRP sheet
;
EBR method
;
FRP-to-
concrete
bond behavior
;
Single lap-shear test
;
Mixed-mode I/II loading
;
DIC
刊名:Construction and Building Materials
出版年:2017
10.
A combination of GFRP sheets and steel cage for seismic strengthening of shear-deficient corner RC beam-column
joint
s
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
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