Analysis of the Masonry Structure Calculation with Vertical Ring Beams According to European Standards

Abstract:

Analysis of masonry constructions is done simultaneously by applying the Rules on technical standards for masonry walls (PZZ'81), Regulation on technical standards for the constructions in seismic areas (PIOVS'91) and Eurocodes (EC 6 and EC 8). Eurocode presupposes shear force to be a reliable mechanism form calculating shear wall resistance force, which conflicts to the real behavior of constructions during earthquakes. It is therefore recommended determining the seismic masonry resistance according to the current rules that require verification tensile strain, whose possible exceeding leads to the appearance diagonal wall cracks.

• Periodical: Applied Mechanics and Materials (Volumes 725-726)
• Pages: 111-117
• DOI: https://doi.org/10.4028/www.scientific.net/AMM.725-726.111
• Online since: January 2015
• Authors: Danijela Zejak*, Nikolay Vatin, Vera Murgul
• Keywords: Capacity of the Wall, Masonry Constuctions, Modeling, Seismic Load

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