A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Seismic Performance of Column-Tree Moment Connections with Slit Dampers
https://orcid.org/https://orcid.org/0000-0002-9054-8867
To fully develop the plastic deformation on the replaceable members of beam-column connections in steel frame, this paper proposes a kind of prefabricated earthquake-resilient column-tree moment connections with slit dampers. A numerical analysis was conducted to investigate the structural behavior of the proposed connection. The finite element methods were validated through comparing the numerical results with test results. The results of numerical analysis showed that the column-tree connections with slit dampers could effectively move the beam plastic hinge to the slit dampers with the main components basically being in the elastic phase. The slit width and length was the main influence parameters, and the slit numbers and the gap between the slits had almost no influence on the hysteresis behavior of column-tree connections. The design theory of the slit dampers were developed to ensure that the slit dampers yield or stability failure before the yield of the stub beam and the common beam, so as to achieve the purpose of earthquake-resilience.
Seismic Performance of Column-Tree Moment Connections with Slit Dampers
https://orcid.org/https://orcid.org/0000-0002-9054-8867
To fully develop the plastic deformation on the replaceable members of beam-column connections in steel frame, this paper proposes a kind of prefabricated earthquake-resilient column-tree moment connections with slit dampers. A numerical analysis was conducted to investigate the structural behavior of the proposed connection. The finite element methods were validated through comparing the numerical results with test results. The results of numerical analysis showed that the column-tree connections with slit dampers could effectively move the beam plastic hinge to the slit dampers with the main components basically being in the elastic phase. The slit width and length was the main influence parameters, and the slit numbers and the gap between the slits had almost no influence on the hysteresis behavior of column-tree connections. The design theory of the slit dampers were developed to ensure that the slit dampers yield or stability failure before the yield of the stub beam and the common beam, so as to achieve the purpose of earthquake-resilience.
Seismic Performance of Column-Tree Moment Connections with Slit Dampers
https://orcid.org/https://orcid.org/0000-0002-9054-8867
To fully develop the plastic deformation on the replaceable members of beam-column connections in steel frame, this paper proposes a kind of prefabricated earthquake-resilient column-tree moment connections with slit dampers. A numerical analysis was conducted to investigate the structural behavior of the proposed connection. The finite element methods were validated through comparing the numerical results with test results. The results of numerical analysis showed that the column-tree connections with slit dampers could effectively move the beam plastic hinge to the slit dampers with the main components basically being in the elastic phase. The slit width and length was the main influence parameters, and the slit numbers and the gap between the slits had almost no influence on the hysteresis behavior of column-tree connections. The design theory of the slit dampers were developed to ensure that the slit dampers yield or stability failure before the yield of the stub beam and the common beam, so as to achieve the purpose of earthquake-resilience.
Seismic Performance of Column-Tree Moment Connections with Slit Dampers
KSCE J Civ Eng
Xu, Ying-Lu (author) / Hao, Ji-Ping (author) / Su, Yao-Xuan (author) / Shang, Yong-Fang (author)
KSCE Journal of Civil Engineering ; 26 ; 2789-2798
2022-06-01
10 pages
Article (Journal)
Electronic Resource
English
Seismic performance evaluation of Korean column-tree steel moment connections
| Springer Verlag | 2016
Seismic performance evaluation of Korean column-tree steel moment connections
| Online Contents | 2016
Seismic performance of steel structures with slit dampers
| Online Contents | 2009
Seismic performance of steel structures with slit dampers
| Online Contents | 2009
Seismic performance evaluation of weak axis column-tree moment connections with reduced beam section
| Online Contents | 2015