Collapse analysis of slender masonry barrel vaults
• Some slender masonry vaults require a tensile strength even under gravity loads. • Model reliably estimates hinge locations at failure and ultimate load multiplier. • Closed form solution for elastic, cracking or plastic behaviours with tensile strength. • Analytical model can be graphical too; pr...
Ausführliche Beschreibung
Gespeichert in:
| Autor*in: |
Ramaglia, G. [verfasserIn] |
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| Format: |
E-Artikel |
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| Sprache: |
Englisch |
| Erschienen: |
2016 |
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| Schlagwörter: |
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| Umfang: |
15 |
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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:117 ; year:2016 ; day:15 ; month:06 ; pages:86-100 ; extent:15 |
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| DOI / URN: |
10.1016/j.engstruct.2016.03.016 |
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ELV029454379 |
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| 520 | |a • Some slender masonry vaults require a tensile strength even under gravity loads. • Model reliably estimates hinge locations at failure and ultimate load multiplier. • Closed form solution for elastic, cracking or plastic behaviours with tensile strength. • Analytical model can be graphical too; providing a fictitious geometry for the arch. • Validation: shaking table tests on full scale slender masonry vaults with/out backfill. | ||
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