Computational Analysis of Masonry Structures with a Funicular Model-Reference-Cited by-同舟云学术

Computational Analysis of Masonry Structures with a Funicular Model

Published:2007-04 Issue:4 Volume:133 Page:473-480
ISSN:0733-9399
Container-title:Journal of Engineering Mechanics
language:en
Short-container-title:J. Eng. Mech.

Author:

Andreu A.¹²³,Gil L.¹²³,Roca P.¹²³

Affiliation:

1. Assistant Professor, Ph.D. Candidate, Dept. of Strength of Materials and Engineering Structures, Univ. Politècnica de Catalunya, ETSEIAT, c/Colom 9, 08222, Terrassa, Spain.

2. Associate Professor, Dept. of Strength of Materials and Engineering Structures, Univ. Politècnica de Catalunya, Jordi Girona 1-3, 08034 Barcelona, Spain.

3. Professor, Dept. of Construction Engineering, Univ. Politècnica de Catalunya, Jordi Girona 1-3, 08034 Barcelona, Spain.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%290733-9399%282007%29133%3A4%28473%29

Reference14 articles.

1. Bradshaw R. R. (2005). “History of the analysis of cable net structures.” Proc. Structures Congress and Exposition ASCE Reston Va. 687–696.

2. Hendry A. W. Davies S. R. and Royles R. (1985). “Test on stone masonry arch at Bridgemill—Girvan. Department of Transport.” TRRL C.R. 7 Crowthorne U.K.

3. Huerta S. (1990). “Structural design of arches vaults and domes in Spain.” Ph.D. dissertation Escuela Superior de Arquitectura de Madrid Spain (in Spanish).

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