Journal ArticleDOI
Seismic performance of CFST column to steel beam joints with RC slab: Analysis
Wei Li,Lin-Hai Han +1 more
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TLDR
In this article, a finite element analysis (FEA) model for the CFST column to steel beam joint with a reinforced concrete (RC) slab under cyclic loading is presented, which is verified by a set of experimental results presented in the companion paper as well as available test data from other researchers.About:
This article is published in Journal of Constructional Steel Research.The article was published on 2011-01-01. It has received 95 citations till now. The article focuses on the topics: Slab & Beam (structure).read more
Citations
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Seismic performance of CFST column to steel beam joint with RC slab: Experiments
Lin-Hai Han,Wei Li +1 more
TL;DR: In this paper, the authors investigated the seismic behavior of composite joint consisting of circular concrete filled steel tubular (CFST) column and steel beam with reinforced concrete (RC) slab.
Journal ArticleDOI
Analytical behavior of concrete-encased CFST columns under cyclic lateral loading
TL;DR: In this paper, a finite element analysis (FEA) model is developed to investigate the cyclic behavior of concrete-encased CFST columns under cyclic lateral loading, which can reproduce the experimental results with good accuracy.
Journal ArticleDOI
Seismic performance of concrete-encased column base for hexagonal concrete-filled steel tube: experimental study
Wu Xu,Lin-Hai Han,Wei Li +2 more
TL;DR: In this article, the seismic behavior of column bases for hexagonal concrete-filled steel tube (CFST) along the strong axis is studied experimentally, and the experimental results show that the concrete-encased column bases exhibit a high strength with good ductility and high energy dissipation capacity.
Journal ArticleDOI
Nonlinear finite element modelling and parametric study of curved steel–concrete–steel double skin composite panels infilled with ultra-lightweight cement composite
TL;DR: In this paper, a 3D nonlinear finite element (FE) analysis of curved double skin composite panels infilled with ultra-lightweight cement composite (ULCC) under patch load is performed using ABAQUS to study the load deflection behaviour up to the maximum load resistance.
Journal ArticleDOI
Seismic behaviour of steel beam to circular CFST column assemblies with external diaphragms
TL;DR: In this paper, the authors present experimental and analytical studies on the seismic behavior of steel I-beam to circular CFST column assemblies with external diaphragms, where failure modes of local buckling on beams and shear deformation of the panel zone are observed in the test.
References
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A plastic-damage model for concrete
TL;DR: In this article, a constitutive model based on an internal variable-formulation of plasticity theory for the non-linear analysis of concrete is presented, which uses a new yield criterion which matches experimental data quite well and it accounts for both elastic and plastic stiffness degradations effects.
Journal ArticleDOI
Plastic-Damage Model for Cyclic Loading of Concrete Structures
Jeeho Lee,Gregory L. Fenves +1 more
TL;DR: In this paper, a new plastic-damage model for concrete subjected to cyclic loading is developed using the concepts of fracture-energy-based damage and stiffness degradation in continuum damage mechanics.
Book
Composite column design to Eurocode 4 : based on DD ENV 1994-1-1: 1994 Eurocode 4: design of composite steel and concrete structures: part 1.1: general rules and rules for buildings
K. F. Chung,R. Narayanan +1 more
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Performance of concrete-filled thin-walled steel tubes under pure torsion
TL;DR: In this article, a finite element analysis (FEA) of concrete-filled thin-walled steel tubes subjected to pure torsion is used to investigate the influence of important parameters that determine the ultimate torsional strength.
Related Papers (5)
Seismic performance of CFST column to steel beam joint with RC slab: Experiments
Lin-Hai Han,Wei Li +1 more