FIGURE 8 - uploaded by Beata Nowogońska
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Values of deviation from the vertical of inside posts (SW1-SW8) and posts in the outside walls (SZ1-SZ8)
Source publication
In the case of historic half-timbered buildings, the consequences of erroneous decisions regarding renovation or neglected conservation lead to irreversible damage processes. The effective undertaking of protection activities thus requires carrying out appropriate diagnostic studies. The results of these studies will make it possible to put forth r...
Contexts in source publication
Context 1
... deviations from the vertical were measured for all corner posts of outside walls to a height Deviations from the vertical of outside posts at the level of 5.5 m fall within the range of 100-360 mm. The results of measurements of all posts have been shown in Figure 8. ...
Context 2
... from the vertical of inside posts are smaller; at the height of 3 m, they fall within the range of 40-130 mm (according to Fig. ...
Context 3
... deviations from the vertical were measured for all corner posts of outside walls to a height Deviations from the vertical of outside posts at the level of 5.5 m fall within the range of 100-360 mm. The results of measurements of all posts have been shown in Figure 8. ...
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In order to meet the needs of the simulation function of prefabricated building construction layout, the author proposes a technology based on the Markov model. The main content of this technology is based on Markov model technology and takes Jinzhong Zhaimen as an example to conduct spatial scale research, according to the sensitivity of spatial scale, and finally through analysis, a systematic research method is constructed. Experimental results show that in the cell size range used, 80 m and 400 m can be regarded as the cell size threshold and limit value affecting the simulation accuracy, and when the cell size is below 80 m, the simulation result coefficient values are all more accurate. Conclusion. A technical study demonstrates that the Markov model can meet the needs of prefabricated building construction layout simulation functions.
Improving the energy quality and performance of historic buildings is a complicated task, both from the research, design and executive point of view. The aim of this paper and the main motivation of the authors was to improve the energy quality and energy performance of one of the building partitions of a historic church in terms of not deteriorating both the technical condition of the element to be modernised, and maintaining an interior microclimate appropriate for such objects. The authors hypothesised that the algorithm proposed should contain both typical tests as well as modern diagnostic and simulation methods that allow to predict the results of the impact of the planned changes on historic elements. The conclusions confirmed that the use of the proposed research methods allows for the simultaneous improvement of energy performance and the preservation of historic elements, and preventing the deterioration of the specific microclimate of the building. With such measures, it was possible to reduce the annual heat demand indicator for heating the building from 253.73 [kWh/(m²y)] to 77.59 [kWh/(m²y)] constituting about 69%.