Damages on prefabricated concrete dapped-end purlins due to snow loads and a novel reinforcement detail
• Snow loads may cause catastrophic damages at prefabricated industrial buildings. • Brittle damages may occur at the thinned ends of the purlin. • Different prefabricated RC purlin tests have been conducted. • The proposed Z type reinforcement enhanced shear capacity of the purlin. • The results we...
Ausführliche Beschreibung
Gespeichert in:
| Autor*in: |
Aksoylu, Ceyhun [verfasserIn] |
|---|
| Format: |
E-Artikel |
|---|---|
| Sprache: |
Englisch |
| Erschienen: |
2020 |
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| Schlagwörter: |
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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:225 ; year:2020 ; day:15 ; month:12 ; pages:0 |
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| DOI / URN: |
10.1016/j.engstruct.2020.111225 |
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| 520 | |a • Snow loads may cause catastrophic damages at prefabricated industrial buildings. • Brittle damages may occur at the thinned ends of the purlin. • Different prefabricated RC purlin tests have been conducted. • The proposed Z type reinforcement enhanced shear capacity of the purlin. • The results were compared with TS-9967 standards and field tests. • The numerical analysis was performed using ABAQUS to determine optimum Z type reinforcement. | ||
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• Snow loads may cause catastrophic damages at prefabricated industrial buildings. • Brittle damages may occur at the thinned ends of the purlin. • Different prefabricated RC purlin tests have been conducted. • The proposed Z type reinforcement enhanced shear capacity of the purlin. • The results were compared with TS-9967 standards and field tests. • The numerical analysis was performed using ABAQUS to determine optimum Z type reinforcement. |
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• Snow loads may cause catastrophic damages at prefabricated industrial buildings. • Brittle damages may occur at the thinned ends of the purlin. • Different prefabricated RC purlin tests have been conducted. • The proposed Z type reinforcement enhanced shear capacity of the purlin. • The results were compared with TS-9967 standards and field tests. • The numerical analysis was performed using ABAQUS to determine optimum Z type reinforcement. |
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• Snow loads may cause catastrophic damages at prefabricated industrial buildings. • Brittle damages may occur at the thinned ends of the purlin. • Different prefabricated RC purlin tests have been conducted. • The proposed Z type reinforcement enhanced shear capacity of the purlin. • The results were compared with TS-9967 standards and field tests. • The numerical analysis was performed using ABAQUS to determine optimum Z type reinforcement. |
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