FE Model of Three-Dimensional Steel Beam-to-Column Bolted Extended End-Plate Joint
활용도 Analysis
논문 Analysis
연구자 Analysis
저자
Concepci?n D?az
Mariano Victoria
Osvaldo M. Querin
Pascual Mart?
제어번호
105911691
학술지명
International Journal of Steel Structures
권호사항
Vol.
18
No.
3
[
2018
]
발행처
한국강구조학회
자료유형
학술저널
수록면
843-867
언어
English
출판년도
2018
등재정보
KCI등재
소장기관
경북대학교 중앙도서관
경상국립대학교 도서관
계명대학교 동산도서관
동국대학교 중앙도서관
부산대학교 중앙도서관
연세대학교 학술문화처 도서관
연세대학교 학술문화처 도서관
영남대학교 과학도서관
판매처
'
FE Model of Three-Dimensional Steel Beam-to-Column Bolted Extended End-Plate Joint' 의 참고문헌
The semi-rigid behaviour of three-dimensional steel beam-to-column steel joints subjected to proportional loading Part II: Theoretical model and validation
The semi-rigid behaviour of three-dimensional steel beam-to-column steel joints subjected to proportional loading Part I: Experimental evaluation
Swanson analysis systems. User's manual, version 17 and theory reference
Structural steel semirigid connections: Theory, design and software. New directions in civil engineering
Shear behaviour of trapezoidal column panels I: Experiments and finite element modelling
Parametric analysis of steel bolted end plate connections using finite element modelling
Optimum design of semi-rigid joint by numeric simulation and kriging models
Numerical modelling of structural fire behaviour of restrained steel beam-column assemblies using typical joint types
Nuevas propuestas para el diseno de nionss y nions semirrigidas de acero
FE model of beam-to-column extended end-plate joints
Experimental study of ultra-large capacity end-plate joints
Experimental and numerical validation of a new design for three-dimensional semi-rigid composite joints
Experimental and numerical model for space steel and composite semi-rigid joints
Experimental and numerical analysis of three-dimensional semirigid steel joints under non-proportional loading
Experimental and numerical analysis of E-stubs in three dimensional joints: A new analytical formulation for the stiffness calculation
EN 1993-1-8:2005. European Committee for Standardisation (CEN). Eurocode 3. Design of steel structures, part 1-8: Design of joints
EN 1993-1-1:2005. Eurocode 3. Design of steel structures, part 1-1: General rules and rules for buildings. Brussels
EN 14399-3:2005. High-strength structural bolting assemblies for preloading. Part 3: System HR-Hexagon bolt and nut assemblies
Column webs in steel beam to column connexions Part I: Formulation and verification
Characterization of web panel components in double-extended bolted end-plate steel joints
Calibration of a finite element model for isolated bolted end plate steel connections
Benchmarks for finite element nionss of bolted steel connections
Behaviour of welded beam-to-column joints with beams of unequal depth
Behaviour of eight-bolt large capacity endplate connections
Basic issues in the finite element simulation of extended end plate connections
ArcerlorMittal Europe. Long Products. "Sections and Merchant Bars". Version: 2016-3
Application of steel channels as stiff-eners in bolted moment connections
An alternative design for internal and external semi-rigid composite joints Part II: Finite element modelling and analytical study
A new analytical formulation for the E-stub strength calculation in three dimensional steel joints with additional plates welded to the weak axis
A contribution to the extension of the component method to beamto-column connections subjected to cyclic loading
3D simulation of endplate bolted connections
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FE Model of Three-Dimensional Steel Beam-to-Column Bolted Extended End-Plate Joint'
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