Results of an experimental program 13 confined masonry walls rehabilitated with different techniques are presented. All specimens were built to full-scale aspect ratio (height length) 1. Vertical confining elements one wall 6.4 mm diameter welded wire reinforcing cages. Before rehabilitation, 11 the initially tested induce repairable damage; other 2 strengthened in undamaged state. During testi...

We present a novel approach for the analysis and design of selfsupporting simplicial masonry structures. A finite-dimensional formulation of their compressive stress field is derived, offering a new interpretation of thrust networks through numerical homogenization theory. We further leverage geometric properties of the resulting force diagram to identify a set of reduced coordinates characteri...

Citation: Bhaswara A, Keum H, Mathieu F, Legrand B, Kim S, Nicu L and Leïchlé T (2016) A Simple Fabrication Process Based on Micro-masonry for the Realization of Nanoplate Resonators with Integrated Actuation and Detection Schemes. Front. Mech. Eng. 2:1. doi: 10.3389/fmech.2016.00001 a simple Fabrication Process Based on Micro-masonry for the realization of nanoplate resonators with integrated ...

This paper presents an accurate and efficient computational strategy for the simulation of coupled masonry structures which combines a partitioned mesoscale modelling approach for brick-masonry components with a mortar mesh tying method for non-conforming interfaces. This allows the independent modelling of the individual structural components and the efficient tying of the subdomains with accu...

Virtually all masonry arch bridges contain masonry parapets and, because of the possibility that these may be extensively damaged following a vehicle impact, it is often reported that these give engineers more cause for concern than the arch barrel itself. Over the past decade research has been carried out to gain an understanding of the fundamental modes of resistance of unreinforced masonry p...

Moisture diffusion and carbonation influence the behavior of multiple-leaf ancient masonry walls, producing during centuries a redistribution of stresses from the core of lime mortar concrete to the external cladding of stiff masonry. This is likely one of the causes of long-time damage of some ancient masonry towers. With these motivations, coupled processes of moisture diffusion, carbon dioxi...

Static-cyclic shear load tests and tensile tests on retrofitted masonry walls were conducted at UAS Fribourg for an evaluation of the newly developed retrofitting system, the S&P ARMO-System. This retrofitting system consists of a composite of carbon mesh embedded in a specially adapted high quality spray mortar. It can be applied with established construction techniques using traditional const...

Nearly all residential houses were damaged due to 6.5 Mw earthquake in Pidie Jaya, 2016. The state of damage can be slight, moderate, and even extensive which lead the collapsing. confined masonry structure, commonly found Aceh, especially for housing construction, seemingly prone excitation. In this paper, analytical-based fragility curves are employed typical house structure. To account vario...