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Both walls and columns are main structural elements of monumental buildings. In resisting seismic forces,the lateral sti ness of these elements is an essential parameter. Earthquakes may cause cracks ...
The typical housing type of the rural population of Turkey is load-bearing masonry units. Masonry buildings are as vulnerable to seismic failure as reinforced concrete buildings. However, the majority...
A complete methodology for the non-linear macroscopic analysis of unreinforced masonry (URM) shear walls under biaxial stress state is presented, using the finite element method. The methodology focus...
In this part, a non-linear 3D finite element model for the analysis of unreinforced masonry walls subjected to static and seismic loads is presented, in order to demonstrate the applicability and pote...
Urban and rural floods are becoming nowadays a frequent problem to be dealt with, by both the population and the authorities. Floods and flood related natural disasters act against the civil, industri...
This paper refers to the assessment of the performance level of a building for a given seismic hazard level. Building performance level describes the expected seismic performance given by the computat...
The paper presents the results from tests on clay brick masonry walls strengthened using fiber reinforced polymer (FRP) composites. Five 1.50x1.50 m wall specimens have been subjected to pure in plan ...
Unreinforced masonry (URM) is considered one of the oldest construction materials being until the end of XIXth century, the basic material for: foundations, walls, columns, volts, staircases, floor jo...

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