DSpace Общество:http://mx.ogasa.org.ua/handle/123456789/29552024-03-29T11:35:33Z2024-03-29T11:35:33ZStrengthening of reinforced concrete roof with steel frameGilodo, A.Y.Arsiriy, A.M.http://mx.ogasa.org.ua/handle/123456789/105042024-03-05T11:41:14Z2023-01-01T00:00:00ZНазвание: Strengthening of reinforced concrete roof with steel frame
Авторы: Gilodo, A.Y.; Arsiriy, A.M.
Краткий осмотр (реферат): Strengthening methods of reinforced concrete roofs are known and developed in sufficient detail. They are classified according to the constructions: ctrengthening of simply supported and continuous beams, cantilever beams, panels, girders, trusses, arches, etc.2023-01-01T00:00:00ZInfluence of bolted splice connections on the global behaviour of steel lattice telecommunication towersWojnar, A.Marszalek, K.Chernieva, O.Sleczka, L.http://mx.ogasa.org.ua/handle/123456789/105032024-03-05T10:22:25Z2023-01-01T00:00:00ZНазвание: Influence of bolted splice connections on the global behaviour of steel lattice telecommunication towers
Авторы: Wojnar, A.; Marszalek, K.; Chernieva, O.; Sleczka, L.
Краткий осмотр (реферат): The bolted joints in the led and the bracing members of the lattice transmission towers are always subjected to predominant axial forced, which will cause joint slip that greatly affects the global behaviour of the whole structure.2023-01-01T00:00:00ZExperemental analysis of mesh elements glulam domeGilodo, A.Y.Arsiriy, A.M.Somina, Yu.A.Oliinyk, I.S.http://mx.ogasa.org.ua/handle/123456789/105022024-03-05T09:15:10Z2023-01-01T00:00:00ZНазвание: Experemental analysis of mesh elements glulam dome
Авторы: Gilodo, A.Y.; Arsiriy, A.M.; Somina, Yu.A.; Oliinyk, I.S.
Краткий осмотр (реферат): To study the stress-strain state of the mesh dome model with the diameter 4m, the series of glulam rods were prepared for the central compression test. The tests were carried out in the laboratory of the Department of Metal, Wooden and Plastic Structures.2023-01-01T00:00:00ZDeformability of steel reinforcement of damaged CFRP-strengthened beams under action of cyclic loadingSomina, Yu.A.Karpiuk, I.A.Antonova, D.V.http://mx.ogasa.org.ua/handle/123456789/105012024-03-04T12:03:03Z2023-01-01T00:00:00ZНазвание: Deformability of steel reinforcement of damaged CFRP-strengthened beams under action of cyclic loading
Авторы: Somina, Yu.A.; Karpiuk, I.A.; Antonova, D.V.
Краткий осмотр (реферат): In the article are presented the main results of experimental studies of deformability of the reinforcement of common damaged and brought, in the cource of the previous tests, to the critical state by the i st group r.c. beams reinforced with carbon fibre (CFRP) sheet in the lower tensioned zone and on the supportarea.2023-01-01T00:00:00Z