Zobrazeno 1 - 8
of 8
pro vyhledávání: '"Enhe, Bao"'
Publikováno v:
Sustainable Structures, Vol 3, Iss 2 (2023)
The current study presents advanced finite element (FE) models that combine the stress weighted damage model and the crack propagation using explicit dynamic approach of commercial FE software ABAQUS. The applicability of the subroutine for ductile f
Externí odkaz:
https://doaj.org/article/5187a09acbf14d75b5001fcac3d7dd28
Publikováno v:
Civil Engineering Journal, Vol 2019, Iss 4, Pp 532-541 (2019)
In order to explore the influence of panel zone sizes on the ultimate bearing capacity of H-shaped steel frames, this study examines a steel frame structure with cross-shaped sections consisting of beams, columns and panel zones based on mechanical e
Externí odkaz:
https://doaj.org/article/a8e58c880ae0493d8b2e10a6a9c3ac9a
Publikováno v:
International Journal of Computational Intelligence Systems, Vol 12, Iss 2 (2019)
The optimization problems and algorithms are the basics subfield in artificial intelligence, which is booming in the almost any industrial field. However, the computational cost is always the issue which hinders its applicability. This paper proposes
Externí odkaz:
https://doaj.org/article/d0793d13a74c47a9973353f25645379d
Publikováno v:
Structures. 34:2308-2317
The average shear-bearing ratio (β) of buckling restrained brace (BRB) is a key parameter, affecting the seismic performance of buckling restrained braced steel frames (BRBF). In order to determine the dynamic response of multi-story BRBF with diffe
Publikováno v:
Proceedings of the Institution of Civil Engineers - Engineering and Computational Mechanics. :1-20
In order to investigate the influence of panel zone section size on the plastic damage distribution of H-shaped beam-column joints, a cruciform beam-column joint composed of common beams, columns a...
Publikováno v:
Engineering Structures. 193:82-90
In order to realize the optimum distribution of story shear force for multi-story BRBF structures with high β value, elastic–plastic time history analysis is carried out for the frame vibration model (BS) with β of 0.9 and the particle system mod
Publikováno v:
Earthquake Engineering & Engineering Vibration; Apr2021, Vol. 20 Issue 2, p391-402, 12p
Publikováno v:
Proceedings of the Institution of Civil Engineers: Structures & Buildings; Dec2018, Vol. 171 Issue 12, p979-991, 13p