Murza S. Tense and deformed state of spatial steel and reinforced concrete rod structure at complex loadings

Object - steel and reinforced concrete rod structure; the purpose - to investigate the tense and deformed state steel and reinforced concrete rod structure at complex loadings, to develop recommendations concerning their calculation and designing on the basis of spent theoretical and experimental researches; the methods - experimental methods of research of parameters of the tense and deformed state steel and reinforced concrete rod structure, methods of building mechanics, method of final elements; the novelty - the design procedure are developed and experimental researches are executed of parameters of the tense and deformed state steel and reinforced concrete rod structure at different types of loadings and at local damages of their elements; on the basis of final-element research are obtained a new data about the tense and deformed state steel and reinforced concrete rod structure; the technique of optimisation of parameters steel and reinforced concrete rod structure is developed; the results - recommendations for calculation and optimisation of parameters steel and reinforced concrete rod structure are received at complex loadings; easy structural design and steel and reinforced concrete rod structure with a strut bracing is developed; the new design of basic knot is offered of connection of steel elements with a reinforced concrete slab in steel and reinforced concrete rod structure; the introduction - in design offers of building and reconstruction bridge through small river Sula, design offers of reorganisation of a non-residential premise under shop not articles of food, design offers of building of trading-office centre in to Poltava; the branch - building.