Seismic Response of Masonry Arches Reinforced by Tie-Rods: Static Tests on a Scale Model-Reference-Cited by-同舟云学术

Seismic Response of Masonry Arches Reinforced by Tie-Rods: Static Tests on a Scale Model

Published:2015-05 Issue:5 Volume:141 Page:04014137
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Calderini Chiara¹,Lagomarsino Sergio²

Affiliation:

1. Assistant Professor, Dept. of Civil, Chemical and Environmental Engineering, Univ. of Genoa, Via Montallegro 1, 16145 Genova, Italy (corresponding author).

2. Professor, Dept. of Civil, Chemical and Environmental Engineering, Univ. of Genoa, Via Montallegro 1, 16145 Genova, 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%29ST.1943-541X.0001079

Reference35 articles.

1. Abruzzese D. Como M. and Lanni G. (1996). “The effects of steel reinforcing in the static analysis of masonry buildings under horizontal actions.” Proc. Eleventh World Conf. on Earthquake Engineering Paper No 1217 (CD-ROM) Pergamon Oxford.

2. Out-of-plane seismic behaviour of rocking masonry walls

3. Estimation of tensile force in tie-rods using a frequency-based identification method

4. Discussion: Analytical Approach to Collapse Mechanisms of Circular Masonry Arch

5. Elastic plastic stability of jointed masonry arches

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