The use of continuum models for analyzing adobe structures [PDF]
, 2012 As it is known, the adobe structures have a high seismic vulnerability principally due to the low material strength and sometimes due to the inadequate structural configuration.
Blondet, M. +4 more
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In-Plane Behaviour of Masonry Walls: Numerical Analysis and Design Formulations. [PDF]
Materials (Basel), 2021 Celano T +3 more
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Vulnerability assessment of urban building stock: a hierarchic approach [PDF]
, 2012 In the last decades the evaluation of the seismic risk are of rising concern, considered essential in the activity and definition of strategy planning and urban management.
Costa, A. +4 more
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Revista IBRACON de Estruturas e MateriaisCracks that form at the interfaces between masonry structures are common uncontrolled occurrences in buildings. Numerous methods have been proposed by the construction industry to address this problem.
A. P. Tramontin +2 more
doaj +1 more source
Influence of vertical tie columns on bearing capacity of masonry walls
Građevinar, 2012 Numerical test results, defining influence of vertical tie columns on the performance of masonry walls subjected to static and dynamic load, are presented in the paper.
Marija Smilović +2 more
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Strain Monitoring and Crack Detection in Masonry Walls under In-Plane Shear Loading Using Smart Bricks: First Results from Experimental Tests and Numerical Simulations. [PDF]
Sensors (Basel), 2023 Meoni A +5 more
europepmc +1 more source
Homogenized limit analysis of FRP-reinforced masonry walls out-of-plane loaded [PDF]
, 2018 A three-dimensional (3D) homogenized limit analysis model for the determination of collapse loads of out-of-plane loaded FRP reinforced masonry walls is presented.
Milani, Gabriele
core
Literature Review of the In-Plane Behavior of Masonry Walls: Theoretical vs. Experimental Results. [PDF]
Materials (Basel), 2021 Celano T +3 more
europepmc +1 more source
The 1985 Chile earthquake: Structural characteristics and damage statistics for the building inventory in Vina del Mar [PDF]
, 1987 The Chile earthquake of 3 March 1985 resulted in an effective peak acceleration of 0.36g in the coastal city of Vina del Mar. The city had an inventory of over 400 reinforced concrete buildings ranging in height from 5 to 23 stories.
de la Llera, J.C. +2 more
core
Use of the AE Effect to Determine the Stresses State in AAC Masonry Walls under Compression. [PDF]
Materials (Basel), 2021 Jasiński R, Stebel K, Kielan P.
europepmc +1 more source