Parametric analysis of seismic resistance of masonry buildings : Master's Thesis

Zadatak diplomskog rada je parametarska analiza te procjena potresne otpornosti više varijanti zgrada od omeđenog ziđa. Procjena potresne otpornosti se provodi po pojednostavljenom postupku te uz pomoć metode naguravanja u programskom paketu AmQuake. Analizirani su konstruirani dijagrami sila-pomak za oba smjera za svaku varijantu zgrade. U skladu s dobivenim rezultatima doneseni su zaključci koji obuhvaćaju povezanost pojedinih potresnih zona s potrebnom količinom ziđa te udjelom AB zidova u njima.The goal of this thesis is parametric analysis of seismic resistance of various building made of confined masonry walls adn RC walls. Assessment of the seismic resistance is determined in accordance with the simplified procedure and by using pushover analysis in the computer program AmQuake. Constructed LD diagrams were analyised for both directions for every building. Conclusions were made according to the program results and connection between seismic zones and necessary percentage of the masonry walls, as well as the share of RC walls in them, was also taken in consideration