Behavior of Composite Beam-Column Joints in a Middle-Column-Removal Scenario: Experimental Tests

Behaviour of Different Types of Steel Connections in Steel Frames against Progressive Collapse

Behaviour of composite beam–column joints under a middle-column-removal scenario: Component-based modelling

Component-based Model of Bolted-Angle Connections Subjected to Catenary Action

Corrigendum to “Robustness of bolted-angle connections against progressive collapse: Mechanical modelling of bolted-angle connections under tension” [Eng. Struct. 57 (2013) 153–168]

scholarly article published in Engineering Structures

Dynamic analyses of bolted-angle steel joints against progressive collapse based on component-based model

Effect of boundary conditions on the behaviour of composite frames against progressive collapse

Experimental and Numerical Studies on Lateral-Torsional Buckling of GJ Structural Steel Beams Under a Concentrated Loading Condition

article published in 2016

Experimental and model investigation on residual stresses in Q460GJ thick-walled I-shaped sections

Experimental and numerical studies on lateral torsional buckling of welded Q460GJ structural steel beams

Experimental and numerical study on global buckling of Q460GJ steel box columns under eccentric compression

Experimental and numerical study on lateral-torsional buckling of singly symmetric Q460GJ steel I-shaped beams

Experimental investigation on shear strength of engineered cementitious composites

Experimental study about composite frames under an internal column-removal scenario

Experimental tests of different types of bolted steel beam–column joints under a central-column-removal scenario

Experiments and Finite Element Analysis of GFRP Reinforced Geopolymer Concrete Rectangular Columns Subjected to Concentric and Eccentric Axial Loading

FE simulation and experimental tests of high-strength structural bolts under tension

Global buckling behaviour of welded Q460GJ steel box columns under axial compression

Global buckling of laterally-unrestrained Q460GJ beams with singly symmetric I-sections

Influence of reinforcement ratio on tension stiffening of reinforced engineered cementitious composites

Load bearing capacity of welded Q460GJ steel H-columns under eccentric compression

Load-resisting mechanisms of 3D composite floor systems under internal column-removal scenario

scholarly article by Qiu Ni Fu et al. published in October 2017

Numerical Analyses of Steel Beam-Column Joints Subjected to Catenary Action Under In-Plane Loading

Numerical Analyses of Steel Beam-Column Joints Subjected to Out-of-Plane Loading

Numerical analyses of steel beam–column joints subjected to catenary action

article published in 2012

Numerical analyses on steel beams with fin-plate connections subjected to impact loads

Numerical simulations on three-dimensional composite structural systems against progressive collapse

Numerical study of rigid steel beam-column joints under impact loading

Numerical study on temperature distribution of high-strength concrete-filled steel tubes subjected to a fire

Plastic and yield slenderness limits for circular concrete filled tubes subjected to static pure bending

Residual stresses in welded I-shaped sections fabricated from Q460GJ structural steel plates

Robustness of Bolted-Angle Connections against Progressive Collapse: Experimental Tests of Beam-Column Joints and Development of Component-Based Models

article

Robustness of bolted-angle connections against progressive collapse: Mechanical modelling of bolted-angle connections under tension

Shear Strength of Engineered Cementitious Composites under Push-Off Loads

Simulation of A Hot-rolled H-section Steel Beam Subject to Static Loading Based on Discrete Element Method

article by Li-Qiang Zhou & bo yang published 2017 in Procedia Engineering

Testing and analysis of composite floor systems under peripheral column removal scenarios

article by Hui-Yuan Liu et al published 2017 in Procedia Engineering