Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Self-centering Rocking Steel Frame with Central Shear Key Design Considerations and Frame Seismic Performance
https://orcid.org/http://orcid.org/0009-0003-6199-1258
https://orcid.org/http://orcid.org/0000-0002-3011-5146
This paper describes several ways in which a rocking frame can be designed and the advantages and disadvantages of each. Then the design of the self-centering rocking frame for the RObust BUilding SysTem (ROBUST) testing is explained, with the special considerations that were made for V type frame bracing. Some details of the final design, using a GripNGrab tension only friction dissipator, together with photos and some preliminary response graphs are then described. It was shown that the rocking frame behaved as expected and it fully self-centred under shaking corresponding with a peak ground acceleration of 0.67 g.
Self-centering Rocking Steel Frame with Central Shear Key Design Considerations and Frame Seismic Performance
https://orcid.org/http://orcid.org/0009-0003-6199-1258
https://orcid.org/http://orcid.org/0000-0002-3011-5146
This paper describes several ways in which a rocking frame can be designed and the advantages and disadvantages of each. Then the design of the self-centering rocking frame for the RObust BUilding SysTem (ROBUST) testing is explained, with the special considerations that were made for V type frame bracing. Some details of the final design, using a GripNGrab tension only friction dissipator, together with photos and some preliminary response graphs are then described. It was shown that the rocking frame behaved as expected and it fully self-centred under shaking corresponding with a peak ground acceleration of 0.67 g.
Self-centering Rocking Steel Frame with Central Shear Key Design Considerations and Frame Seismic Performance
https://orcid.org/http://orcid.org/0009-0003-6199-1258
https://orcid.org/http://orcid.org/0000-0002-3011-5146
This paper describes several ways in which a rocking frame can be designed and the advantages and disadvantages of each. Then the design of the self-centering rocking frame for the RObust BUilding SysTem (ROBUST) testing is explained, with the special considerations that were made for V type frame bracing. Some details of the final design, using a GripNGrab tension only friction dissipator, together with photos and some preliminary response graphs are then described. It was shown that the rocking frame behaved as expected and it fully self-centred under shaking corresponding with a peak ground acceleration of 0.67 g.
Self-centering Rocking Steel Frame with Central Shear Key Design Considerations and Frame Seismic Performance
Lecture Notes in Civil Engineering
Mazzolani, Federico M. (Herausgeber:in) / Piluso, Vincenzo (Herausgeber:in) / Nastri, Elide (Herausgeber:in) / Formisano, Antonio (Herausgeber:in) / Zhang, Yudi (Autor:in) / Rodgers, Geoff (Autor:in) / MacRae, Gregory A. (Autor:in) / Jia, Liangjiu (Autor:in) / Rangwani, Kiran (Autor:in) / Yan, Zhenduo (Autor:in)
International Conference on the Behaviour of Steel Structures in Seismic Areas ; 2024 ; Salerno, Italy
24.06.2024
13 pages
Aufsatz/Kapitel (Buch)
Elektronische Ressource
Englisch
| DOAJ | 2023
Hybrid simulation testing of a self‐centering rocking steel braced frame system
| Online Contents | 2014