Seismic assessment of historical masonry towers by means of simplified approaches and standard FEM
• Non-linear 3D FE pushover analyses on eight existing masonry towers. • Preliminary modal analyses on complex 3D FE discretizations. • Comparison with simplified approaches suggested by Italian Guidelines on Cultural Heritage. • Utilization of elasto damaging 3D models for seismic vulnerability eva...
Ausführliche Beschreibung
Gespeichert in:
| Autor*in: |
Valente, Marco [verfasserIn] |
|---|
| Format: |
E-Artikel |
|---|---|
| Sprache: |
Englisch |
| Erschienen: |
2016 |
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| Schlagwörter: |
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| Umfang: |
31 |
|---|
| Übergeordnetes Werk: |
Enthalten in: Experimental sand burial and precipitation enhancement alter plant and soil carbon allocation in a semi-arid steppe in north China - Ye, Xuehua ELSEVIER, 2018, Amsterdam [u.a.] |
|---|---|
| Übergeordnetes Werk: |
volume:108 ; year:2016 ; day:1 ; month:04 ; pages:74-104 ; extent:31 |
| Links: |
|---|
| DOI / URN: |
10.1016/j.conbuildmat.2016.01.025 |
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• Non-linear 3D FE pushover analyses on eight existing masonry towers. • Preliminary modal analyses on complex 3D FE discretizations. • Comparison with simplified approaches suggested by Italian Guidelines on Cultural Heritage. • Utilization of elasto damaging 3D models for seismic vulnerability evaluation. • Comparative seismic analyses of masonry towers with different geometric features. |
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• Non-linear 3D FE pushover analyses on eight existing masonry towers. • Preliminary modal analyses on complex 3D FE discretizations. • Comparison with simplified approaches suggested by Italian Guidelines on Cultural Heritage. • Utilization of elasto damaging 3D models for seismic vulnerability evaluation. • Comparative seismic analyses of masonry towers with different geometric features. |
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