Zobrazeno 1 - 5
of 5
pro vyhledávání: '"Joel Moreno-Herrera"'
Publikováno v:
Buildings, Vol 14, Iss 4, p 913 (2024)
Nowadays there is still a lack of requirements for the out-of-plane design of confined masonry walls. Current code requirements are mainly based on the in-plane behavior of those walls. This research is divided into two parts. In the first part, two
Externí odkaz:
https://doaj.org/article/f731ea8dbdbb492fa1414dd1febfa190
Autor:
Jorge Varela-Rivera, Juan Cacep-Rodriguez, Cesar Freyre-Pinto, Luis Fernandez-Baqueiro, Joel Moreno-Herrera
Publikováno v:
Canadian Journal of Civil Engineering. 48:89-97
An experimental study on the out-of-plane behavior of confined masonry walls is presented. Four confined walls with aspect ratios greater than one were tested in the laboratory. Walls were subjected to combined axial and out-of-plane uniform loads. T
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::60730aa6384ae47b8dc3973cac9a4a16
https://doi.org/10.1139/cjce-2019-0453
https://doi.org/10.1139/cjce-2019-0453
Autor:
Adda Prieto-Coyoc, Jose Gamboa-Villegas, Luis Fernandez-Baqueiro, Jorge Varela-Rivera, Joel Moreno-Herrera
Publikováno v:
Earthquake Spectra. 35:405-422
Results of a study on the flexural behavior of confined masonry walls are presented. Six walls were tested in a laboratory under reverse cyclic loads. The variables studied were the wall aspect ratio and wall axial compressive stress. The behavior of
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::6ca0f6c2f51188257aec3b5fc4bb895b
https://doi.org/10.1193/112017eqs239m
https://doi.org/10.1193/112017eqs239m
Publikováno v:
Journal of Structural Engineering. 142
This paper presents a design procedure to determine the out-of-plane strength of confined masonry walls. For this purpose, eight full-scale confined walls were tested in the laboratory. Walls were subjected to axial and uniform out-of-plane loads. Th
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::23415d44f781607f77665f5725568efe
https://doi.org/10.1061/(asce)st.1943-541x.0001391
https://doi.org/10.1061/(asce)st.1943-541x.0001391
Publikováno v:
Journal of Structural Engineering. 138:1331-1341
This paper presents the results of a study on the out-of-plane behavior of confined masonry walls. Six full-scale walls were tested in a laboratory under incremental uniform pressures. Walls with different aspect ratios, slenderness ratios, and in-pl
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::e47708b38b2c33dd47f4ca06c682edb8
https://doi.org/10.1061/(asce)st.1943-541x.0000578
https://doi.org/10.1061/(asce)st.1943-541x.0000578