Nonlinear Numerical Modeling of Complex Masonry Heritage Structures Considering History-Related Phenomena in Staged Construction Analysis and Material Uncertainty in Seismic Assessment-Reference-Cited by-同舟云学术

Nonlinear Numerical Modeling of Complex Masonry Heritage Structures Considering History-Related Phenomena in Staged Construction Analysis and Material Uncertainty in Seismic Assessment

Published:2020-10 Issue:5 Volume:34 Page:04020096
ISSN:0887-3828
Container-title:Journal of Performance of Constructed Facilities
language:en
Short-container-title:J. Perform. Constr. Facil.

Author:

Saloustros Savvas¹^ORCID,Pelà Luca²^ORCID,Roca Pere³

Affiliation:

1. Research Fellow, Dept. of Civil and Environmental Engineering, Universitat Politècnica de Catalunya (UPC-BarcelonaTech), Jordi Girona 1-3, Barcelona 08034, Spain. ORCID: .

2. Associate Professor, Dept. of Civil and Environmental Engineering, Universitat Politècnica de Catalunya (UPC-BarcelonaTech), Jordi Girona 1-3, Barcelona 08034, Spain (corresponding author). ORCID: .

3. Professor, Dept. of Civil and Environmental Engineering, Universitat Politècnica de Catalunya (UPC-BarcelonaTech), Jordi Girona 1-3, Barcelona 08034, Spain.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Safety, Risk, Reliability and Quality,Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29CF.1943-5509.0001494

Reference50 articles.

1. Modeling Approaches for Masonry Structures

2. Comparative Seismic Risk Assessment of Basilica-type Churches

3. Binda L. A. Anzani and A. Saisi. 2003. “Failures due to long-term behaviour of heavy structures: The Pavia civic tower and the Noto cathedral.” In Proc. 8th Int. Conf. on Structural Studies Repairs and Maintenance of Heritage Architecture 99–108. Southampton UK: WIT Press.

4. Damage and performance evaluation of masonry churches in the 2009 L’Aquila earthquake

5. A homogenized viscoelastic model for masonry structures

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