A computer method for nonlinear inelastic analysis of 3D composite steel–concrete frame structures

CG Chiorean - Engineering Structures, 2013 - Elsevier
This paper presents an efficient computer method for nonlinear inelastic analysis of three-
dimensional composite steel–concrete frameworks. The proposed formulation is intended to …

[HTML][HTML] Structural robustness of composite modular buildings: The roles of CFST columns and inter-module connections

G Swami, HT Thai, X Liu - Structures, 2023 - Elsevier
This paper explores the important roles of concrete filled steel tube (CFST) columns and
inter-module connections on the structural robustness of composite modular buildings …

Efficient beam element model for analysis of composite beam with partial shear connectivity

A El-Sisi, F Alsharari, H Salim, A Elawadi… - Composite …, 2023 - Elsevier
A two-node beam element formulation with eight degrees of freedom was developed and
implemented into MATLAB to simulate the nonlinear behavior of the composite. The beam …

Multi-scale numerical simulation analysis of CFST column-composite beam frame under a column-loss scenario

L Zheng, WD Wang - Journal of Constructional Steel Research, 2022 - Elsevier
Experimental studies are costly for human and financial resources, while numerical
simulation studies can further amplify the conclusions based on experimental results. The …

Fiber beam–column element model considering reinforcement anchorage slip in the footing

WH Pan, MX Tao, JG Nie - Bulletin of Earthquake Engineering, 2017 - Springer
A simple and computationally efficient fiber beam–column element model is developed to
consider reinforcement anchorage slip in the footing, which may cause the fixed-end rotation …

Fiber beam-column model considering slab spatial composite effect for nonlinear analysis of composite frame systems

MX Tao, JG Nie - Journal of Structural Engineering, 2014 - ascelibrary.org
A fiber beam-column model considering the slab spatial composite effect for nonlinear
analysis of composite frame systems is proposed and implemented in a general commercial …

Practical nonlinear inelastic analysis method of composite steel-concrete beams with partial composite action

CG Chiorean, SM Buru - Engineering Structures, 2017 - Elsevier
This paper presents an efficient computer method for nonlinear inelastic analysis of
composite steel-concrete beams with partial composite action. The proposed formulation is …

Element mesh, section discretization and material hysteretic laws for fiber beam–column elements of composite structural members

MX Tao, JG Nie - Materials and Structures, 2015 - Springer
A fiber beam–column element for nonlinear analysis of composite structural members is
developed in this paper. The programing of complex material uniaxial constitutive laws and …

Analysis of restrained composite beams exposed to fire

J Martinez, AE Jeffers - Engineering Structures, 2021 - Elsevier
The actions of a restrained steel-concrete composite beam exposed to fire are investigated
using the finite element software ABAQUS. A parametric study is performed to examine the …

Evaluation and story drift ratio limits of structures with separated gravity-and lateral-load-resisting systems using pushover analysis

WJ Peng, ZA Li, MX Tao - Journal of Building Engineering, 2023 - Elsevier
In recent years, China has strongly advocated the development of prefabricated buildings.
To meet the growing demand for housing construction, it is necessary to develop high-rise …