Safety Assessment of Four Masonry Churches by a Plate and Shell FE Nonlinear Approach-Reference-Cited by-同舟云学术

Safety Assessment of Four Masonry Churches by a Plate and Shell FE Nonlinear Approach

Published:2013-02 Issue:1 Volume:27 Page:27-42
ISSN:0887-3828
Container-title:Journal of Performance of Constructed Facilities
language:en
Short-container-title:J. Perform. Constr. Facil.

Author:

Milani Gabriele¹,Venturini Gennj²

Affiliation:

1. Researcher, Dipartimento di Ingegneria Strutturale, Politecnico di Milano, Piazza Leonardo da Vinci 32, 20133 Milano, Italy (corresponding author).

2. Chief Executive Officer, 2SI Software e Servizi per l’Ingegneria, Via Garibaldi 90, 44121 Ferrara, Italy.

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.1943-5509.0000321

Reference33 articles.

1. Seismic vulnerability of monumental buildings

2. Bounds to the probability of collapse of monumental buildings

3. Beolchini G. Milano L. and Antonacci E. (2006). “Protocollo di progettazione per la realizzazione degli interventi di ricostruzione post-sisma sugli edifici privati.” Decreto No. 76 03/08/2005 Regione Molise Campobasso Italy (in Italian).

4. Brandonisio G. (2007). “Analisi di edifici a pianta basilicale soggetti ad azioni sismiche.” Ph.D. thesis Univ. of Naples Federico II Naples Italy (in Italian).

5. Caliò I. Marletta M. and Pantò B. (2004). “Un semplice macro-elemento per la valutazione della vulnerabilità sismica di edifici in muratura [A simple macro-element for the seismic vulnerability evaluation of masonry buildings].” Proc. ANIDIS XI Congresso Nazionale “L’ingegneria Sismica in Italia ” Faculty of Architecture Univ. of Genoa Genoa Italy (in Italian).

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