Research on collapse ultimate load of fabricated reinforced concrete column and steel beam composite frame structure
- Location
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Deutsche Nationalbibliothek Frankfurt am Main
- ISSN
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2045-2322
- Extent
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Online-Ressource
- Language
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Englisch
- Notes
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online resource.
- Bibliographic citation
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Research on collapse ultimate load of fabricated reinforced concrete column and steel beam composite frame structure ; volume:12 ; number:1 ; day:10 ; month:8 ; year:2022 ; pages:1-16 ; date:12.2022
Scientific reports ; 12, Heft 1 (10.8.2022), 1-16, 12.2022
- Creator
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Liu, Youquan
Xiong, Jingang
Wen, Jiancong
Xiong, Moqiang
- Contributor
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SpringerLink (Online service)
- DOI
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10.1038/s41598-022-17936-z
- URN
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urn:nbn:de:101:1-2022102603113697581336
- Rights
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Open Access; Der Zugriff auf das Objekt ist unbeschränkt möglich.
- Last update
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15.08.2025, 7:27 AM CEST
Data provider
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Associated
- Liu, Youquan
- Xiong, Jingang
- Wen, Jiancong
- Xiong, Moqiang
- SpringerLink (Online service)
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Deterministic and probabilistic progressive collapse analysis of reinforced concrete frames
A method to assess the progressive collapse vulnerability of frame structures
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Progressive collapse performance of shear strengthened RC frames by nano CFRP
Progressive Collapse Resistance of RC Frames under a Side Column Removal Scenario: The Mechanism Explained
Progressive Collapse of Exterior Reinforced Concrete Beam–Column Sub-assemblages: Considering the Effects of a Transverse Frame
Smoothed particle hydrodynamics modeling of granular column collapse
Ultimate behaviour of bolted beam‐to‐column connections in large rotations
Finite element analysis of behavior and ultimate strength of composite column
Modeling of RC Frame Buildings for Progressive Collapse Analysis
Theory of Plastic Mechanism Control for Linked Column Frames
Deterministic and probabilistic progressive collapse analysis of reinforced concrete frames
A method to assess the progressive collapse vulnerability of frame structures
A Method to Assess the Progressive Collapse Vulnerability of Frame Structures
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