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SpringerLink电子期刊(2)
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Elsevier电子期刊(85)
在“
Elsevier电子期刊
”中,
命中:
85
条,耗时:0.0389826 秒
在所有数据库中总计命中:
88
条
1.
Material properties
and
compressive local buckling response of high strength steel
square
and
rectangular
hollow
section
s
作者:
J. Wang
a
;
S. Afshan
b
;
Sheida.Afshan@brunel.ac.uk
;
N. Schillo
c
;
M. Theofanous
d
;
M. Feldmann
c
;
L. Gardner
a
关键词:
Cold-formed
section
s
;
Ductility
;
Effective width equation
;
Experiments
;
High strength steel
;
Hot-finished
section
s
;
Local buckling
;
Slenderness limits
;
Testing
刊名:Engineering Structures
出版年:2017
2.
Flexural behaviour of concrete-filled stainless steel SHS
and
RHS tubes
作者:
Yu Chen
a
;
Ran Feng
b
;
fengran@hitsz.edu.cn
;
Lipeng Wang
c
关键词:
Concrete-filled
;
Ductility
;
Flexural behaviour
;
Midspan deflection
;
Square
and
rectangular
hollow
section
;
Stainless steel
刊名:Engineering Structures
出版年:2017
3.
Element interaction of cold-formed stainless steel cross-
section
s subjected to major axis bending
作者:
Feng Zhou
a
;
b
;
zhoufeng@tongji.edu.cn" class="auth_mail" title="E-mail the corresponding author
;
Gan Long
b
关键词:
Bending
;
Cold-formed steel
;
Flexural members
;
Interaction effects of constituent plate elements
;
Stainless steel
;
Tubular
section
s
刊名:Journal of Constructional Steel Research
出版年:2016
4.
Flexural behaviour of hot-finished high strength steel
square
and
rectangular
hollow
section
s
作者:
J. Wang
a
;
S. Afshan
b
;
Sheida.Afshan@brunel.ac.uk" class="auth_mail" title="E-mail the corresponding author
;
M. Gkantou
c
;
M. Theofanous
c
;
C. Baniotopoulos
c
;
L. Gardner
a
关键词:
Bending
;
Eurocode 3
;
Experiments
;
High strength steel
;
Hot-finished
;
Moment capacity
;
Slenderness limits
;
Testing
刊名:Journal of Constructional Steel Research
出版年:2016
5.
Structural design of cold-formed stainless steel tubular X-
and
T-joints at elevated temperatures
作者:
Xiaoyi Lan
a
;
Yuner Huang
b
;
Yuner.huang@ed.ac.uk" class="auth_mail" title="E-mail the corresponding author
关键词:
Cold-formed stainless steel
;
Elevated temperatures
;
Square
hollow
section
;
Rectangular
hollow
section
;
Circular
hollow
section
;
X-joints
;
T-joints
;
Strength
;
Structural design
刊名:Thin-Walled Structures
出版年:2016
6.
Unified model for
hollow
columns externally confined by FRP
作者:
Alessio Cascardi
;
Francesco Micelli
;
Maria Antonietta Aiello
关键词:
Confinement
;
Columns
;
Modelling
;
FRP
;
Composites
;
Hollow
core
;
Analysis oriented model
;
Axial confinement modelling
;
Masonry
;
Concrete
刊名:Engineering Structures
出版年:2016
7.
Flexural response of aluminium alloy SHS
and
RHS with internal stiffeners
作者:
Mei-Ni Su
a
;
Ben Young
b
;
young@hku.hk" class="auth_mail" title="E-mail the corresponding author
;
Leroy Gardner
c
;
leroy.gardner@imperial.ac.uk" class="auth_mail" title="E-mail the corresponding author
关键词:
Aluminium alloys
;
Bending moment capacities
;
Continuous beams
;
Continuous strength method
;
Experimental investigation
;
Internal stiffeners
;
Numerical analyses
;
Simply supported beams
;
Square
and
rectangular
hollow
section
s
;
Structural design
;
Testing
刊名:Engineering Structures
出版年:2016
8.
Tying resistance of reverse channel connection to concrete filled
square
and
rectangular
tubular
section
s
作者:
M. Jafarian
;
Y.C. Wang
;
yong.wang@manchester.ac.uk" class="auth_mail" title="E-mail the corresponding author
关键词:
Concrete filled
rectangular
/
square
hollow
section
;
Yield line resistance
;
Membrane resistance
;
Ultimate deflection
;
Tying resistance
刊名:Engineering Structures
出版年:2015
9.
Analytical prediction of available rotation capacity of cold-formed
rectangular
and
square
hollow
section
beams
作者:
Mario D'Aniello
a
;
Esra Mete Gü
;
neyisi
b
;
eguneyisi@gantep.edu.tr" class="auth_mail
;
Raffaele L
and
olfo
a
;
Kas谋m Mermerda艧
c
关键词:
Soft-computing methods
;
Analytical formulation
;
Rotation capacity
;
Steel beams
;
Cold-formed
hollow
section
s
刊名:Thin-Walled Structures
出版年:April, 2014
10.
Cold-formed high strength stainless steel cross-
section
s in compression considering interaction effects of constituent plate elements
作者:
Feng Zhou
a
;
b
;
zhoufeng@tongji.edu.cn
;
Yiyi Chen
a
;
b
;
Ben Young
c
关键词:
Cold-formed steel
;
Column
;
High strength
;
Interaction effects of constituent plate elements
;
Square
and
rectangular
hollow
section
s
;
Stainless steel
;
Tubular
section
s
刊名:Journal of Constructional Steel Research
出版年:2013
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