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Tema mog završnog rada projekt je stambene zgrade uz provjeru zidova stambene zgrade na horizontalno seizmičko opterećenje. U radu su objašnjeni pojmovi posmičnih zidova te omeđenog ziđa. Podaci korišteni u izradi rada prikupljeni su iz stručne literature, bilješki s predavanja iz kolegija Protupotresno inženjerstvo te s interneta. U samom radu građevina je obrađena kroz proračun na potresno opterećenje. Proračunom je dobiveno da granično stanje nosivosti za zid od 20 cm nije zadovoljeno stoga je izrađen novi proračun za zid od 30 cm, čime je zadovoljena nosivost na poprečnu silu i moment savijanja. The topic of my final paper is a residential building project with horizontal seismic loading validation for its walls. The concepts of sliding walls and bounded masonry are elaborated in the paper. The data used in the preparation were compiled from the professional literature, lecture notes from the course Earthquake Engineering and from the Internet. The building was processed through the calculation of the seismic load. The calculation evinced that the load capacity limit for a massif of 20 cm is not satisfied, so new calculation was made for a massif of 30 cm. New calculation of 30 cm massif is suitable and the load capacity per average transverse force and bending moment is satisfied.

U radu je prikazan proračun nosive konstrukcije zidane građevine. Predmet proračuna je zgrada, sa prizemljem i tri kata, locirana u Splitu. Proračun sadrži dokaz nosivosti zidova na vertikalna opterećenja, dokaz nosivosti zidova na potres, proračun potrebne armature vertikalnih serklaža, određivanje širine temeljnih traka iz uvjeta nosivosti, te proračun međukatnih konstrukcija i određivanje potrebne armature u istim., This paper presents the calculation of the load bearing masonry structure. The subject of the calculation is a building with a ground floor and three floors, located in Split. The calculation contains proof of bearing capacity of walls to vertical loads, proof of bearing capacity of walls to earthquake, calculation of required reinforcement of vertical tie columns, determining the width of strip foundation from the load capacity conditions, and the calculation of floor structures and the required reinforcement of those structures.

U radu je prikazan proračun nosive konstrukcije zidane građevine. Predmet proračuna je zgrada, sa prizemljem i tri kata, locirana u Splitu. Proračun sadrži dokaz nosivosti zidova na vertikalna opterećenja, dokaz nosivosti zidova na potres, proračun potrebne armature vertikalnih serklaža, određivanje širine temeljnih traka iz uvjeta nosivosti, te proračun međukatnih konstrukcija i određivanje potrebne armature u istim. This paper presents the calculation of the load bearing masonry structure. The subject of the calculation is a building with a ground floor and three floors, located in Split. The calculation contains proof of bearing capacity of walls to vertical loads, proof of bearing capacity of walls to earthquake, calculation of required reinforcement of vertical tie columns, determining the width of strip foundation from the load capacity conditions, and the calculation of floor structures and the required reinforcement of those structures.

U radu je prikazan proračun zidane zgrade s omeđenim ziđem. Procjena potresne otpornosti konstrukcije odrađena je pojednostavljenim postupkom. Proračun i dimenzioniranje konstruktivnih elemenata provedeno je u računalnom programu SCIA Engineer 18.1. Proračunate su rezne sile za ploče, temelje, zidove i sukladno tome elementi su armirani. Proračun fizike zgrade izrađen je pomoću računalnog programa KI EXPERT PLUS. Proračunom se provjerava zadovoljenje sljedećih uvjeta: koeficijenti prolaska topline, difuzija, dinamičke toplinske karakteristike, korisna i primarna energija., The paper presents the budget of the masonry building with a bordered walls. The assessment of the earthquake resistance of the structure is done by a simplified procedure. Calculation and dimensioning of constructive elements was carried out in the SCIA Engineer 18.1 computer program. Calculations resulted in cutting force for the plate, foundations and walls accordingly to the results elements are reinforcement. The budget of the building's physics was done using the KI EXPERT PLUS computer program. The budget checks the satisfaction of the following conditions: heat transfer coefficients, diffusion, dynamic thermal characteristics, useful and primary energy.

U radu je prikazan proračun zidane zgrade s omeđenim ziđem. Procjena potresne otpornosti konstrukcije odrađena je pojednostavljenim postupkom. Proračun i dimenzioniranje konstruktivnih elemenata provedeno je u računalnom programu SCIA Engineer 18.1. Proračunate su rezne sile za ploče, temelje, zidove i sukladno tome elementi su armirani. Proračun fizike zgrade izrađen je pomoću računalnog programa KI EXPERT PLUS. Proračunom se provjerava zadovoljenje sljedećih uvjeta: koeficijenti prolaska topline, difuzija, dinamičke toplinske karakteristike, korisna i primarna energija. The paper presents the budget of the masonry building with a bordered walls. The assessment of the earthquake resistance of the structure is done by a simplified procedure. Calculation and dimensioning of constructive elements was carried out in the SCIA Engineer 18.1 computer program. Calculations resulted in cutting force for the plate, foundations and walls accordingly to the results elements are reinforcement. The budget of the building's physics was done using the KI EXPERT PLUS computer program. The budget checks the satisfaction of the following conditions: heat transfer coefficients, diffusion, dynamic thermal characteristics, useful and primary energy.

Tema ovoga rada je proračun i usporedba ponašanja sustava armiran–betonskih okvira, armirano–betonskih okvira s ispunom od ziđa i omeđenog ziđa na istovjetno potresno opterećenje. Proračun potresnog djelovanja proveo se na sva tri sustava linearnom statičkom metodom – metodom bočnih sila, kao i nelinearnom statičkom metodom – metodom naguravanja na sustavu omeđenog ziđa. Po završetku proračuna razmatrani su dobiveni rezultati te je dan zaključak kao završna misao ovoga rada. The topic of this paper is the calculation and the comparison of the behavior of the systems with reinforced concrete frames, reinforced concrete frames with masonry infil and masonry upon identical seismic load. The calculation of the seismic load was conducted on all three systems through the linear static method – the equivalent lateral force, as well as through the non-linear static method – the push-over method upon the masonry system. Upon the completion of the calculation the results were analyzed and the conclusion of the analysis was produced as a closing argument of this paper.

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.