Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Out-of-Plane Strength of Confined Masonry Walls
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-plane stiffness of confining elements were considered. The spring-strut method was developed in this work to determine the out-of-plane strength of the walls. Experimental out-of-plane strengths are compared with those obtained with analytical models based on this spring-strut method, the yield line method, the failure line method, and the compressive strut method. Based on the experimental results, for walls with similar geometry, the out-plane strength depends mainly on the in-plane stiffness of the confining elements. From the comparison between experimental and analytical results, the out-of-plane strengths are well predicted with the model based on the spring-strut method, are underestimated with that based on the yield and failure line methods, and are overestimated with the model based on the compressive strut method.
Out-of-Plane Strength of Confined Masonry Walls
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-plane stiffness of confining elements were considered. The spring-strut method was developed in this work to determine the out-of-plane strength of the walls. Experimental out-of-plane strengths are compared with those obtained with analytical models based on this spring-strut method, the yield line method, the failure line method, and the compressive strut method. Based on the experimental results, for walls with similar geometry, the out-plane strength depends mainly on the in-plane stiffness of the confining elements. From the comparison between experimental and analytical results, the out-of-plane strengths are well predicted with the model based on the spring-strut method, are underestimated with that based on the yield and failure line methods, and are overestimated with the model based on the compressive strut method.
Out-of-Plane Strength of Confined Masonry Walls
Varela-Rivera, Jorge (Autor:in) / Moreno-Herrera, Joel (Autor:in) / Lopez-Gutierrez, Ivan (Autor:in) / Fernandez-Baqueiro, Luis (Autor:in)
Journal of Structural Engineering ; 138 ; 1331-1341
10.02.2012
112012-01-01 pages
Aufsatz (Zeitschrift)
Elektronische Ressource
Englisch
Out-of-Plane Strength of Confined Masonry Walls
| British Library Online Contents | 2012
Bidirectional strut method: out-of-plane strength of confined masonry walls
| Online Contents | 2014
Bidirectional strut method: out-of-plane strength of confined masonry walls
| British Library Online Contents | 2014
Out-of-plane behaviour of confined masonry walls
| Online Contents | 2011
Out-of-plane behaviour of confined masonry walls
| Elsevier | 2011