U ovom radu je obrađen problem optimizacije skladišnih prostora za izvedbu zidarskih radova na gradilištu visokogradnje. U uvodnom dijelu dan je opis problema koji se mogu pojaviti tijekom planiranja nabave i skladištenja materijala na gradilištu, zatim je dan kratki, općeniti pregled skladišta na gradilištu. U posljednjem dijelu uvoda dan je pregled nekoliko sličnih modela iz literature. U drugom poglavlju predložen je optimizacijski model koji se sastoji od dva odvojena modula koji su formulirani kao problemi mješovitog cjelobrojnog nelinearnog programiranja MINLP. U nastavku je prikazan općeniti zapis funkcije cilja MINLP problema, a nakon toga prikazane su matematičke formulacije oba modula. Treće poglavlje odnosi se na primjenu opisanih modela na primjeru iz prakse. Detaljno su opisani problemi koji se mogu pojaviti pri izgradnji ove zgrade, zatim je za svaki model opisan postupak proračuna ulaznih parametara. Za proračun ulaznih parametara korišten je postojeći BIM model zgrade izrađen u aplikaciji Autodesk Revit dok su moduli izrađeni i riješeni u Excelu pomoću dodataka Solver i Solver Foundation. Na kraju trećeg poglavlja ponuđen je dinamički plan izvedbe zidarskih radova koji je usklađen s planom nabave i skladištenja materijala za konkretan primjer. U zaključku je opisano što je napravljeno, koja su ograničenja modela te što se u modelu može poboljšati.

This thesis covers the problem of construction storage spaces planning for construction of bearing walls. In the introductory part, a description of the problems that may arise during the planning of the procurement and storage of the material on the construction site is given, followed by a short, general overview of the construction site storage spaces. In the last part of the introduction, a few similar models from the literature are presented. In the second chapter, an optimization model has been proposed, consisting of two separate modules formulated as a problems of a mixed integer nonlinear programming MINLP. Then the general formulation of the MINLP goal function is displayed, followed by the mathematical formulation of both modules. The third chapter refers to the practical application of the proposed model. The model was applied on the example of masonry works of a characteristic floor of a multi-storey residential building. The problems that may arise during the construction of this building are described in detail, and then, for each module, the procedure for calculating the input parameters is described. Input parameters were obtained from the existing BIM model, while for the problem modeling and solving the Excel Solver and Solver Foundation were used. At the end of the third chapter, a dynamic plan for building bearing walls according to the procurement and storage plan was offered. The conclusion describes what has been written in this paper, what are the limitations of the model and what can be improved in the model.