A study on application of high strength steel SM570 in bridge piers with stiffened box section under cyclic loading
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저자
Lan Kang
Motoya Suzuki
Hanbin Ge
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제어번호
105257634
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학술지명
Steel and Composite Structures, An International Journal
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권호사항
Vol.
26
No.
5
[
2018
]
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발행처
국제구조공학회
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자료유형
학술저널
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수록면
583-594
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언어
English
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출판년도
2018
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등재정보
SCIE;SCOPUS
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판매처
'
A study on application of high strength steel SM570 in bridge piers with stiffened box section under cyclic loading' 의 참고문헌
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Stiffened steel box columns. Part 2: Ductility evaluation
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Stiffened steel box columns. Part 1: Cyclic behaviour
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Specifications for highway bridges, Part V, seismic design
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Seismic performance of rectangular-shaped steel piers under cyclic loading
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Seismic performance assessment of concentrically braced steel frame buildings with high strength tubular steel columns
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Seismic behavior of high strength steel welded beam-column members
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Residual stresses in high strength steel welded box sections
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Residual stress investigation of welded high strength steel box T-joints
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Microstructure and mechanical properties of laser welded S960 high strength steel
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Mechanical properties of normal strength mild steel and high strength steel S690 in low temperature relevant to Arctic environment
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Load-carrying capacity of high-strength steel box-sections I: Stub columns
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Instability and complete failure of steel columns subjected to cyclic loading
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Flexural-torsional buckling of high-strength steel beams
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Flexural buckling of hot-finished highstrength steel SHS and RHS columns
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Experimental research on behavior of 460 MPa high strength steel I-section columns under cyclic loading
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Experimental investigation of the overall buckling behaviour of 960 MPa high strength steel columns
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Experimental investigation of the overall buckling behaviour of 960 MPa high strength steel columns
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Experimental investigation of cold-formed high strength steel tubular beams
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Experimental investigation and modeling of cyclic behavior of high strength steel
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Experimental behavior of concrete-filled stainless steel tubular columns under cyclic lateral loading
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Experimental and numerical investigations of Q690D Hsection columns under lateral cyclic loading
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Experimental Investigation on the Local Buckling Behavior of 960 MPa High Strength Steel Welded Section Stub Columns
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Ductility evaluation procedure for thin-walled steel structures
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Damage evaluation in steel box columns by cyclic loading tests
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Cyclic behavior of thin-walled steel structures--numerical analysis
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Cyclic behavior of structural steels. II: Theory
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Cyclic Behavior of Structural Steels. I: Experiments
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Buckling behavior of large-section and 420 MPa high-strength angle steel columns
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Behaviour and design of high-strength steel cross-sections under combined loading
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Behavior of Q690 high-strength steel columns: Part 2: Parametric study and design recommendations
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Behavior of Q690 high-strength steel columns: Part 1: Experimental investigation
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An experimental study on the seismic performance of steel bridge piers with less-stiffened and compact sized section
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A damage index based evaluation method for predicting the ductile crack initiation in steel structures
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A study on application of high strength steel SM570 in bridge piers with stiffened box section under cyclic loading'
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