Analyses of Masonry Vaults: A Macro Approach based on Three-Dimensional Damage Model-Reference-Cited by-同舟云学术

Analyses of Masonry Vaults: A Macro Approach based on Three-Dimensional Damage Model

Published:2002-05 Issue:5 Volume:128 Page:646-654
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Creazza Giuseppe¹,Matteazzi Renato²,Saetta Anna¹,Vitaliani Renato³

Affiliation:

1. Professor, Dipartimento di Costruzione dell’ Architettura, Instituto Univ. Architettura Venezia, Venice 30135, Italy.

2. Dipartimento di Costruzioni e Trasporti, Univ. of Padova, 35131 Italy.

3. Professor, Dipartimento di Costruzioni e Transporti, Univ. of Padova, 35131 Italy.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%290733-9445%282002%29128%3A5%28646%29

Reference17 articles.

1. Creazza G. Saetta A. Scotta R. Vitaliani R. and Oñate E. (1995). “Mathematical simulation of structural damage in historical buildings.” STREMA 95 Structural Studies of Historical Buildings Crete Greece May 22–24 1995 Architectural Studies Materials & Analysis Brebbia and Leftheris eds. Vol. 1 Comp Mech. 111–118.

2. Creazza G. Matteazzi R. Saetta A. and Vitaliani R. (2000). “Analyses of masonry vaulted structures by using 3D damage model.” Eccomas 2000 Barcelona Spain September 11–14.

3. Volte in muratura rinforzate con FRP.;Di Marco R.;Costruire in laterizio,1999

4. Volte a crociera.;Faccio P.;L’Edilizia,2000

5. A strain-based plastic viscous-damage model for massive concrete structures

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