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Elsevier电子期刊(13)
在“
Elsevier电子期刊
”中,
命中:
13
条,耗时:0.1579525 秒
在所有数据库中总计命中:
13
条
1.
Beam-element-based analysis of locally and/or distortionally buckled members: Theory
作者:
Kim
J.R. Rasmussen
kim
.rasmussen@sydney.edu.au"
class
="auth_
mail
"
title
="E-
mail
the
corresponding
author
;
Xi Zhang
;
xi.zhang@uni.sydney.edu.au"
class
="auth_
mail
"
title
="E-
mail
the
corresponding
author
;
Hao Zhang
hao.zhang@sydney.edu.au"
class
="auth_
mail
"
title
="E-
mail
the
corresponding
author
关键词:
Beam-element-based analysis
;
Slender section
;
Local and distortional buckling
;
Reduced tangent rigidity
刊名:Thin-Walled Structures
出版年:2016
2.
System-based design of planar steel frames, I: Reliability framework
作者:
Hao Zhang
a
;
hao.zhang@sydney.edu.au"
class
="auth_
mail
"
title
="E-
mail
the
corresponding
author
;
Shabnam Shayan
a
;
shabnam.shayan@sydney.edu.au"
class
="auth_
mail
"
title
="E-
mail
the
corresponding
author
;
Kim
J.R. Rasmussen
a
;
kim
.rasmussen@sydney.edu.au"
class
="auth_
mail
"
title
="E-
mail
the
corresponding
author
;
Bruce R. Ellingwood
b
;
bre@engr.colostate.edu"
class
="auth_
mail
"
title
="E-
mail
the
corresponding
author
关键词:
Buildings (codes)
;
Advanced analysis
;
Inelastic analysis
;
Structural reliability
;
Steel structure
;
Structural engineering
;
Nonlinear frame analysis
;
Probability-based design
刊名:Journal of Constructional Steel Research
出版年:2016
3.
System-based design of planar steel frames, II: Reliability results and design recommendations
作者:
Hao Zhang
a
;
hao.zhang@sydney.edu.au"
class
="auth_
mail
"
title
="E-
mail
the
corresponding
author
;
Shabnam Shayan
a
;
shabnam.shayan@sydney.edu.au"
class
="auth_
mail
"
title
="E-
mail
the
corresponding
author
;
Kim
J.R. Rasmussen
a
;
kim
.rasmussen@sydney.edu.au"
class
="auth_
mail
"
title
="E-
mail
the
corresponding
author
;
Bruce R. Ellingwood
b
;
bre@engr.colostate.edu"
class
="auth_
mail
"
title
="E-
mail
the
corresponding
author
关键词:
Buildings (codes)
;
Advanced analysis
;
Inelastic analysis
;
Structural reliability
;
Steel
;
Structural engineering
;
Nonlinear frame analysis
;
Probability-based design
刊名:Journal of Constructional Steel Research
出版年:2016
4.
Experimental investigation of locally and distortionally buckled portal frames
作者:
Xi Zhang
;
xi.zhang@sydney.edu.au"
class
="auth_
mail
"
title
="E-
mail
the
corresponding
author
;
Kim
J.R. Rasmussen
kim
.rasmussen@sydney.edu.au"
class
="auth_
mail
"
title
="E-
mail
the
corresponding
author
;
Hao Zhang
hao.zhang@sydney.edu.au"
class
="auth_
mail
"
title
="E-
mail
the
corresponding
author
关键词:
Steel portal frames
;
Cold-formed steel
;
Local and distortional buckling
;
Semi-rigid joints
;
Experiments
;
Design
;
Second order effects
刊名:Journal of Constructional Steel Research
出版年:2016
5.
Second-order effects in locally and/or distortionally buckled frames and design based on beam element analysis
作者:
Xi Zhang
;
xi.zhang@sydney.edu.au"
class
="auth_
mail
"
title
="E-
mail
the
corresponding
author
;
Kim
J.R. Rasmussen
kim
.rasmussen@sydney.edu.au"
class
="auth_
mail
"
title
="E-
mail
the
corresponding
author
;
Hao Zhang
hao.zhang@sydney.edu.au"
class
="auth_
mail
"
title
="E-
mail
the
corresponding
author
关键词:
Steel portal frames
;
Structural design
;
Local and distortional buckling
;
Beam-element-based analysis
;
Reduced tangent rigidity
刊名:Journal of Constructional Steel Research
出版年:2016
6.
Ultra-light gauge steel storage rack frames. Part 2 - Analysis and design considerations of second order effects
作者:
Adam N. Trouncer
;
adam.trouncer@sydney.edu.au"
class
="auth_
mail
"
title
="E-
mail
the
corresponding
author
;
Kim
J.R. Rasmussen
kim
.rasmussen@sydney.edu.au"
class
="auth_
mail
"
title
="E-
mail
the
corresponding
author
关键词:
Cold-formed steel
;
Storage racks
;
Structural design
;
Local and distortional buckling
;
Sway buckling
;
2nd order effects
刊名:Journal of Constructional Steel Research
出版年:2016
7.
Finite element (FE) modelling of storage rack frames
作者:
Francisco Sena Cardoso
;
francisco.cardoso@sydney.edu.au"
class
="auth_
mail
"
title
="E-
mail
the
corresponding
author
;
Kim
J.R. Rasmussen
kim
.rasmussen@sydney.edu.au"
class
="auth_
mail
"
title
="E-
mail
the
corresponding
author
关键词:
Finite element modelling
;
Finite element calibration
;
Cold-formed steel
;
Storage rack frames
;
Semi-rigid joints
;
Geometric imperfections
;
Numerical analysis
;
Advanced analysis
刊名:Journal of Constructional Steel Research
出版年:2016
8.
Analytical behavior of concrete filled double steel tubular (CFDST) members under lateral impact
作者:
Rui Wang
a
;
Lin-Hai Han
b
;
lhhan@tsinghua.edu.cn"
class
="auth_
mail
"
title
="E-
mail
the
corresponding
author
;
Xiao-Ling Zhao
c
;
1
;
Kim
J.R. Rasmussen
d
关键词:
Concrete filled double steel tube (CFDST)
;
Nominal hollow ratio
;
Lateral impact
;
Finite element analysis (FEA)
;
Dynamic increase factor
刊名:Thin-Walled Structures
出版年:2016
9.
Modeling geometric imperfections for reticulated shell structures using random field theory
作者:
Gengbo Chen
a
;
b
;
Hao Zhang
b
;
Kim
J.R. Rasmussen
b
;
Feng Fan
a
;
fanf@hit.edu.cn"
class
="auth_
mail
"
title
="E-
mail
the
corresponding
author
关键词:
Geometric imperfection
;
Random field
;
Advanced analysis
;
Reticulated shell
;
Probabilistic method
刊名:Engineering Structures
出版年:2016
10.
Effects of oil and oil burn residues on seabird feathers
作者:
Janne Fritt-Rasmussen
a
;
jfr@bios.au.dk"
class
="auth_
mail
"
title
="E-
mail
the
corresponding
author
;
Jannie Fries Linnebjerg
a
;
1
;
Martin X. Sø
;
rensen
b
;
Nicholas L. Brogaard
b
;
Frank F. Rigé
;
t
a
;
Paneeraq Kristensen
a
;
Grunde Jomaas
b
;
David M. Boertmann
a
;
Susse Wegeberg
a
;
Kim
Gustavson
a
关键词:
In situ burning
;
Burn residues
;
Oil spill
;
Damage
;
Seabirds
;
Feathers
刊名:Marine Pollution Bulletin
出版年:2016
1
2
按检索点细分(13)
作者(13)
按出版年细分(13)
2016年(10)
2015年(3)
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