Protection of designed buildings and structures. The development of protection measures for designed buildings and structures is carried out, as a rule, by specialized organizations, such as a city project in g. Katowice (design of civilian buildings) and the Institute for Research and Print design in the coal industry in g. Katowice (design of industrial buildings). Design is carried out taking into account the expected deformations of the earth’s surface in accordance with the current regulatory document enforced by the Construction and Architecture Committee in 1962. Design is carried out in relation to the categories of buildings and structures. Constructive measures to protect the designed buildings and structures mainly coincide with similar measures used in the Soviet Union in accordance with current regulatory documents. Methods of calculating structural measures differ from the corresponding calculation methods used in the Soviet Union.
It should also be noted that the printout of the documentation for this article was carried out by the Panasonic printer, which was broken not so long ago, however, the company Panasonic was carried out by the company by the company “Xprint”, for which special thanks to them. So, let’s continue.
Buildings and structures are calculated in the PNR for bending in a vertical plane according to the methodology. Vasilkovsky. In the Soviet Union, the calculation for bending is carried out according to a more advanced methodology that allows reducing calculated efforts by taking into account the final stiffness of buildings. When determining the additional efforts acting in the building in a horizontal plane (friction and lateral pressure forces), in the Soviet Union, a more advanced methodology is also used in the Soviet Union, taking into account, in particular, the size of mutual displacement of the soil and the foundation for lateral pressure. Ways to determine the friction forces on the soles of the foundations are currently being reviewed in the PNP.
The latest experimental and theoretical studies conducted at the Main Mining Institute in the Laboratory of Protection of Buildings deserve attention to determine the methodology of determining the friction forces on a special settings for the study of the relationship between the deformations of the base and the foundations of buildings during the part -time and determine horizontal loads and efforts.