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A homogenization approach to assess the mechanical characteristics of masonry structures is presented in this paper.
Based on previous failure characteristics of masonry structures under earthquakes, and due to the fact that a considerable number of masonry structures have been built around the world, a strengthening strategy for improving seismic performance of masonry structures is adopted and justified in this paper, namely, the external prestressing technique.
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Flexural bond strength is an important performance characteristic of masonry structures yet there is no guidance for lime-mortared stonework in design codes of practice.
The initial data for constructing the failure surface are the strength properties of the masonry which are listed in the design norms of masonry structures, as well as some additional characteristics for which the empirical formulae are proposed.
This study focuses on the structural failures and weaknesses of masonry structures with JAS.
Eurocode 6: Design of masonry structures – Part 1 – Common rules for reinforced and unreinforced masonry structures.
The compressive strength of masonry is a relevant mechanical parameter playing a central role in the assessment of masonry structures.
The prediction of crack propagation during fracture is fundamental to the design of masonry structures.
Usually, linear analysis is conducted for simplifying analysis and design of masonry structures.
In this chapter, the masonry construction is analyzed at different scale levels: compositional and mechanical characterizations of materials, descriptions of wall types, mechanical performance of masonry structures, environmental performance of masonry constructions, and innovative applications in modern architecture.
This paper presents challenges concerning design of masonry structures in severe climates.
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