Buildings | |
Seismic Analysis of Historic Masonry Buildings: The |
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Michele Betti1  | |
[1] Department of Civil and Environmental Engineering (DICeA), University of Florence, Via di Santa Marta, 3 - I-50139, Florence, Italy; | |
关键词: historic masonry buildings; seismic vulnerability; finite element modeling; nonlinear analysis; pushover analysis; | |
DOI : 10.3390/buildings2020063 | |
来源: mdpi | |
【 摘 要 】
Recent Italian earthquakes have underlined the need for wide monitoring and safety assessment of architectonical heritage. This has emerged also from requirements of the new Italian Technical Recommendations for buildings. Within this subject the paper investigates the seismic vulnerability of a specific monumental masonry building: the Vicarious Palace (
【 授权许可】
CC BY
© 2012 by the authors; licensee MDPI, Basel, Switzerland.
【 预 览 】
Files | Size | Format | View |
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RO202003190044435ZK.pdf | 3993KB | download |