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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.