Simple Homogenized Model for the Nonlinear Analysis of FRP-Strengthened Masonry Structures. II: Structural Applications-Reference-Cited by-同舟云学术

Simple Homogenized Model for the Nonlinear Analysis of FRP-Strengthened Masonry Structures. II: Structural Applications

Published:2013-01 Issue:1 Volume:139 Page:77-93
ISSN:0733-9399
Container-title:Journal of Engineering Mechanics
language:en
Short-container-title:J. Eng. Mech.

Author:

Milani Gabriele¹,Lourenço Paulo B.²

Affiliation:

1. Assistant Professor, Dept. di Ingegneria Strutturale (DIS), Politecnico di Milano, Piazza Leonardo da Vinci 32, 20133 Milano, Italy (corresponding author).

2. Professor, Professor, Institute for Sustainability and Innovation in Structural Engineering (ISISE), Dept. of Civil Engineering, School of Engineering, Univ. of Minho, Azurém, 4800-058 Guimaraes, Portugal.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29EM.1943-7889.0000479

Reference29 articles.

1. Creazza G. Saetta A. Matteazzi R. and Vitaliani R.(2000). “Analyses of masonry vaulted structures by using a 3-D damage model.” Proc. European Congress on Computational Methods in Applied Sciences and Engineering ECCOMAS 2000 CIMNE International Center for Numerical Methods in Engineering Barcelona Spain.

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

3. DIANA 9.3 [Computer software]. Dept. of Computational Mechanics TNO Building and Construction Research Delft Netherlands.

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