Enhancing seismic performance of buckling-restrained brace frames equipped with innovative bracing systems
- Location
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Deutsche Nationalbibliothek Frankfurt am Main
- Extent
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1 Online-Ressource.
- Language
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Englisch
- Bibliographic citation
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Enhancing seismic performance of buckling-restrained brace frames equipped with innovative bracing systems ; volume:23 ; number:4 ; day:9 ; month:10 ; year:2023 ; pages:1-21 ; date:11.2023
Archives of civil and mechanical engineering ; 23, Heft 4 (9.10.2023), 1-21, 11.2023
- Creator
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Mohebi, Benyamin
Sartipi, Mohammad
Kazemi, Farzin
- Contributor
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SpringerLink (Online service)
- DOI
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10.1007/s43452-023-00779-4
- URN
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urn:nbn:de:101:1-2024022914095411805903
- Rights
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Open Access; Der Zugriff auf das Objekt ist unbeschränkt möglich.
- Last update
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14.08.2025, 10:53 AM CEST
Data provider
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Deutsche Nationalbibliothek. If you have any questions about the object, please contact the data provider.
Associated
- Mohebi, Benyamin
- Sartipi, Mohammad
- Kazemi, Farzin
- SpringerLink (Online service)
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Experimental behavior of buckling restrained braces by adding diferent admixtures concrete and using the steel core under cyclic loads
Numerical comparison on the efficiency of conventional and hybrid buckling-restrained braces for seismic protection of short-to-mid-rise steel buildings
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Effects of the unevenness on infilled material surface of the restraining parts on the structural performance of the buckling‐restrained brace using steel mortar planks
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A Mixed Model Representing Accurately the Inelastic Behavior of Multi-storey Buckling Restrained Braced Frames
Evaluation of blast-induced progressive collapse in steel structures with conventional braces, moment-resisting braces, and buckling-restrained braces using LS-DYNA software
Proposal and application of structural soundness monitoring system for the buckling‐restrained brace using steel mortar planks
Seismic performance assessment of an innovative type of buckling restrained brace containing tire-derived lightweight aggregate concrete
Experimental behavior of buckling restrained braces by adding diferent admixtures concrete and using the steel core under cyclic loads
Numerical comparison on the efficiency of conventional and hybrid buckling-restrained braces for seismic protection of short-to-mid-rise steel buildings
Seismic performance of structure equipped with a new rubber bracing damper system
Buckling resistance of angle bracing members with one‐leg bolted end connections
Brace related stress in scoliosis patients – Comparison of different concepts of bracing
Effects of the unevenness on infilled material surface of the restraining parts on the structural performance of the buckling‐restrained brace using steel mortar planks
Buckling of elastically restrained nonlocal carbon nanotubes under concentrated and uniformly distributed axial loads
Seismic Performance of Brace Middle‐Connection in Steel Concentrically Braced Frames with X‐Bracing
A Mixed Model Representing Accurately the Inelastic Behavior of Multi-storey Buckling Restrained Braced Frames
Evaluation of blast-induced progressive collapse in steel structures with conventional braces, moment-resisting braces, and buckling-restrained braces using LS-DYNA software
Proposal and application of structural soundness monitoring system for the buckling‐restrained brace using steel mortar planks
Seismic performance assessment of an innovative type of buckling restrained brace containing tire-derived lightweight aggregate concrete
Experimental behavior of buckling restrained braces by adding diferent admixtures concrete and using the steel core under cyclic loads
Numerical comparison on the efficiency of conventional and hybrid buckling-restrained braces for seismic protection of short-to-mid-rise steel buildings
Seismic performance of structure equipped with a new rubber bracing damper system
Buckling resistance of angle bracing members with one‐leg bolted end connections
Brace related stress in scoliosis patients – Comparison of different concepts of bracing
Effects of the unevenness on infilled material surface of the restraining parts on the structural performance of the buckling‐restrained brace using steel mortar planks
Buckling of elastically restrained nonlocal carbon nanotubes under concentrated and uniformly distributed axial loads
Seismic Performance of Brace Middle‐Connection in Steel Concentrically Braced Frames with X‐Bracing