Structural behaviour of steel-timber composite (STC) beam-to-column connections with double angle web cleats subjected to hogging bending moment
• Demonstrate structural performance of the steel-timber composite (STC) connections. • Conduct tests on STC beam-to-column connections with angle web cleats. • Evaluate strength and stiffness of the STC connections with angle web cleats. • Compare behaviour of the STC with steel-concrete composite...
Ausführliche Beschreibung
Gespeichert in:
| Autor*in: |
Nouri, F. [verfasserIn] |
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| Format: |
E-Artikel |
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| Sprache: |
Englisch |
| Erschienen: |
2019 |
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| Schlagwörter: |
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| Umfang: |
17 |
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| Übergeordnetes Werk: |
Enthalten in: Artificial intelligence in innovation research: A systematic review, conceptual framework, and future research directions - Mariani, Marcello M. ELSEVIER, 2022, the journal of earthquake, wind and ocean engineering, Amsterdam [u.a.] |
|---|---|
| Übergeordnetes Werk: |
volume:192 ; year:2019 ; day:1 ; month:08 ; pages:1-17 ; extent:17 |
| Links: |
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| DOI / URN: |
10.1016/j.engstruct.2019.04.092 |
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ELV047095636 |
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Structural behaviour of steel-timber composite (STC) beam-to-column connections with double angle web cleats subjected to hogging bending moment |
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• Demonstrate structural performance of the steel-timber composite (STC) connections. • Conduct tests on STC beam-to-column connections with angle web cleats. • Evaluate strength and stiffness of the STC connections with angle web cleats. • Compare behaviour of the STC with steel-concrete composite connections. • Develop a component-based model for the STC beam-to-column connections. |
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• Demonstrate structural performance of the steel-timber composite (STC) connections. • Conduct tests on STC beam-to-column connections with angle web cleats. • Evaluate strength and stiffness of the STC connections with angle web cleats. • Compare behaviour of the STC with steel-concrete composite connections. • Develop a component-based model for the STC beam-to-column connections. |
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• Demonstrate structural performance of the steel-timber composite (STC) connections. • Conduct tests on STC beam-to-column connections with angle web cleats. • Evaluate strength and stiffness of the STC connections with angle web cleats. • Compare behaviour of the STC with steel-concrete composite connections. • Develop a component-based model for the STC beam-to-column connections. |
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