Estimates for the stiffness, strength and drift capacity of stone masonry walls based on 123 quasi-static cyclic tests reported in the literature-Reference-Cited by-同舟云学术

Estimates for the stiffness, strength and drift capacity of stone masonry walls based on 123 quasi-static cyclic tests reported in the literature

Published:2017-07-22 Issue:12 Volume:15 Page:5435-5479
ISSN:1570-761X
Container-title:Bulletin of Earthquake Engineering
language:en
Short-container-title:Bull Earthquake Eng

Author:

Vanin Francesco,Zaganelli Dario,Penna Andrea,Beyer Katrin^ORCID

Funder

Bafu; Kanton Basel

Publisher

Springer Science and Business Media LLC

Subject

Geophysics,Geotechnical Engineering and Engineering Geology,Building and Construction,Civil and Structural Engineering

Link

http://link.springer.com/article/10.1007/s10518-017-0188-5/fulltext.html

Reference59 articles.

1. Almeida C, Guedes JP, Arêde A (2012) Shear and compression experimental behaviour of one leaf stone masonry walls. In: Proceedings of the 15th world conference on earthquake engineering. Lisbon, Portugal, pp 1–10

2. Almeida C, Arêde A, Guedes JP, Costa A (2014) Shear–compressive experimental behaviour of one-leaf stone masonry in north of Portugal. In: Second European conference on earthquake engineering and seismology. Istanbul, Turkey, pp 1–13

3. Angelillo M, Lourenço PB, Milani G (2014) Masonry behaviour and modelling. In: Angelillo M (ed) Mechanics of masonry structures. Springer, Vienna, pp 1–26

4. Benedetti D, Tomaževič M (1984) Sulla verifica sismica di costruzioni in muratura. Ing Sismica 1:9–16

5. Beyer K, Mangalathu S (2012) Review of strength models for masonry spandrels. Bull Earthq Eng 11:521–542. doi: 10.1007/s10518-012-9394-3

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