Mechanical performance of a new I-section weak-axis column bending connection
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저자
Linfeng Lu
Yinglu Xu
James B.P. Lim
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제어번호
104824940
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학술지명
Steel and Composite Structures, An International Journal
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권호사항
Vol.
26
No.
1
[
2018
]
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발행처
국제구조공학회
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자료유형
학술저널
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수록면
31-44
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언어
English
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출판년도
2018
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등재정보
SCIE;SCOPUS
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판매처
'
Mechanical performance of a new I-section weak-axis column bending connection' 의 참고문헌
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The sliding hinge joint moment connection
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The semi-rigid behavior of three-dimensional steel beam-to-column joints subjected to proportional loading. Part I: Experimental evaluation
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The semi-rigid behavior of three- dimensional steel beam-to-column joints subjected to proportional loading. Part II: Theoretical model and validation
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Strength evaluation of beam-column connection in the weak axis of H-shaped column
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Recent developments on the sliding hinge joint
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Mechanical property of beam-to-column moment connection with hysteretic dampers for column weak axis
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Investigation of composite action on seismic performance of weak-axis column bending connections
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FEMA-267, Interim Guidelines: Evaluation, Repair, Modification and Design of Steel Moment Frames
[1995]
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Experimental study on seismic behavior of box strengthened joint region for steel frames with I-section column
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Experimental research on box strengthened joint connection for weak axis of I-section column-H-shaped beam under monotonic loading
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Cyclic tests of full-scale composite joint subassemblages
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ANSI/AISC 341-10, Seismic Provisions for Structural Steel Buildings
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Mechanical performance of a new I-section weak-axis column bending connection'
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