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Modelling of steel-concrete composite structures in fire using OpenSees
J. Jiang
,
Asif Sohail Usmani
, G.-Q. Li
Research output
:
Journal article publication
›
Journal article
›
Academic research
›
peer-review
24
Citations (Scopus)
Overview
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Dive into the research topics of 'Modelling of steel-concrete composite structures in fire using OpenSees'. Together they form a unique fingerprint.
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Engineering
Steel-Concrete Composite Structure
100%
Composite Structure
100%
Shell Element
100%
Reinforced Concrete Slab
66%
Engineering Analysis
33%
Experimental Result
33%
Two Dimensional
33%
Composite Beam
33%
Experimental Measurement
33%
Heat Transfer Analysis
33%
Composite Action
33%
Degree of Freedom
33%
Floor Level
33%
Structural Fire
33%
Elevated Temperature
33%
Beam-Column
33%
Lagrangian Formulation
33%
Steel Plate
33%
Beam Element
33%
Eurocodes
33%
Shear Locking
33%
Plate Bending
33%
Horizontal Displacement
33%
Dependent Material
33%
Membrane Action
33%
Restrained Beam
33%
Rigid Link
33%
Finite Element Modeling
33%
Mindlin Plate
33%
Thermal Load
33%
Temperature Distribution
33%
Keyphrases
Structures in Fire
100%
Steel-concrete Composite Structure
100%
OpenSees
100%
Composite Structures
50%
Shell Element
33%
Model Composites
33%
Reinforced Concrete Slab
33%
Floor Level
16%
Fire Test
16%
Fire Dynamics Simulator
16%
Steel Frame
16%
Temperature Distribution
16%
Structural Fire Engineering
16%
Two Dimensional
16%
Elevated Temperature
16%
Analytical Solution
16%
Beam-column
16%
Steel Plate
16%
Composite Beam
16%
Beam Test
16%
Three Dimensional Finite Element Model
16%
Mechanical Analysis
16%
Simply Supported
16%
Thermal Load
16%
Rigid Connection
16%
Engineering Analysis
16%
Membrane Element
16%
Heat Transfer Analysis
16%
3D Beam Element
16%
Horizontal Displacement
16%
Plate Bending Element
16%
Composite Action
16%
Mindlin Plate
16%
Membrane Action
16%
Computational Platform
16%
Drilling Degrees of Freedom
16%
Software Framework
16%
Cardington
16%
Restrained Beam
16%
Temperature-dependent Material Properties
16%
Mixed Interpolation of Tensorial Components
16%
Composite Deck Slabs
16%
Link Element
16%
Total Lagrangian Formulation
16%
Shell Section
16%
Load Class
16%
Nonlinear Shell Elements
16%
Eurocode 2
16%
One-way Bending
16%
Shear Locking Problem
16%
Geometrically Nonlinear Shell
16%