Analiza pracy kamiennego fundamentu obiektu zabytkowego na podstawie obowiązujących EUROKODU 7, a także w oparciu o obliczenia numeryczne programem Abaqus. Sprawdzenie dwóch podstawowych warunków normowych, czyli stan graniczny nośności oraz stan graniczny użytkowalności. Uproszczona analiza przy wykorzystaniu metody tabelarycznej, bazującej na dopuszczalnych jednostkowych obciążeniach k2.
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The analysis of behaviour of a stone foundation of a historical building. Considering the both, numerical and standard (according to EUROCODE 7) approaches. Checking the two basic code conditions i.e. ultimate limit state and limit state utility. A simplified analysis, using tabular method based on so called allowable unit loads k2.
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The wood species in roof constructions of palaces from XIX c. in Mazovia and their outbuildings The wood species in roof constructions of historic brick buildings: 6 historic palaces and 1 outbuilding of big manor from XIX century ware determined. The wood species in roof constructions of 1 building from XVIII century and 1 building from XX century were determined for comparison. Moreover, the wood species in roofs and walls constructions of 4 wood outbuildings of palaces in Mazovia region ware determined. Present studies are a continuation of the earlier analysis of the historic wooden churches from the Mazovia region. In all buildings the only material used in the roof constructions was Scots pine. Of the three buildings in two cases the walls were made of Scots pine and in one case was made of Scots pine and oak (Quercus sp.). The results obtained in the study confirm previous authors observation, in contrast to the views colloquial, main building material used in wooden historic constructions in the Mazovia region was Scots pine.
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