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Engineering. Technology in general
Civil and structural engineering in general - 624
Scientific articles
In section "Civil and structural engineering in general"
Use of the accident risk assessment method for qualitative evaluation of construction objects by State construction supervision specialists
Cheboksarov D.V.,
Epheshtein M.S.
The theory of nonlinear elastic-plastic-viscous-rigid deformation of extremely-stressed soil in feet of loaded single piles: mechanical model
Borozenets L.M.
Review of Russian and foreign technology of multi-layered wood panel manufacture
Lysenko A.O.
Graphical analytic algorithm for designing transitional sections of transport highways
Korotkiy V.A.,
Poptsova T.Yu.
Semireversed method of designing of deflection function in the calculation of the plates
Shturmin S.V.,
Sidorov G.F.
The theory of nonlinear elastic-plastic-viscous rigid deformation of extremely strained soils in bases of loaded single piles: mathematical model
Borozenets L.M.
Determination of subsidence of drill-injection piles with controlled broadening
Samokhvalov M.A.,
Geidt L.V.,
Paronko A.A.,
Geidt A.V.
Determination of heat transfer coefficient for the soil mass in winter concreting process
Nikonorov V.V.,
Nikonorova D.O.,
Pikous G.A.,
Tsvetkov A.E.
Theoretical justification of nonlinear-and-linear dependence graph of settling on the load of an experimental bored pile
Borozenetz L.M.,
Ushakova E.A.
Bearing capacity of a friction joint of a truss chord with construction defects
Saburov V.F.,
Kozmin N.B.,
Korzhuk D.A.
Using photo images to determine the geometric parameters of large objects
Popov E.V.,
Raskatkina O.V.
Geotechnics of the calculation study of the bearing capacity and deformation of granular soil of the base of a cast-in-place pile in a punched well
Borozenetz L.M.
Geotechnology of the scientific analysis of the bearing capacity and settlement deformation of the granular environments soil of the bases of piles punched with cratering explosives
Borozenetz L.M.
Abbreviated method of a camera calibration for the purpose of distance measurement
Popov E.V.,
Shekhovtsov G.A.,
Raskatkina O.V.
Numerical research of the inter-panel fastener joint intension before cracking
Tarasov M.V.,
Karyakin A.A.,
Derbentsev I.S.
Research of forces in vertical key-joints of a large panel building in the process of its construction
Derbentsev I.S.,
Karyakin A.A.,
Tarasov M.V.,
Popp P.V.
Load capacity of high-explosive piles’ bases: rational geotechnical design
Borozenetz L.M.
Basic methodological provisions on strength calculation for casing pipe when drilling a well for arrangement of bored piling
Popov D.V.,
Savinova E.V.
Influence of geometrical parameters of slopes and ledges of ground recesses on their stability
Tumanov S.L.,
Kalinovsky S.A.,
Fetisov Yu.M.,
Risunov A.R.
Numerical study of multi-cavity overlap panels of various length
Vasilyev A.S.,
Plehanova E.A.
Vibration analysis of an above-ground gas pipeline at wind resonance
Potapov A.N.,
Tazeev N.T.,
Amirova R.R.,
Orlova O.G.
Computer simulation of the aeration mode of residential development for ventilation and wind protection
Olenkov V.D.,
Kolmogorova A.O.,
Sapogova A.E.
A deterministic estimation of earthquake-resistance shortage of RC frames
Sosnin A.V.
Full-scale testing of vertical keyed joints of reinforced concrete wall panels with flexible loop connections in shear
Derbentsev I.S.,
Tarasov M.V.,
Karyakin A.A.
Experimental study results of the effectiveness of underpinning a strip foundation fragment using a drill-and-injection enlarged pile
Samokhvalov M.A.,
Ashikhmin O.V.,
Demin V.A.,
Paronko A.A.
Experimental studies of strength, rigidity and cracking resistance of lightweight slabs with combined reinforcement
Sharifov A.Kh.,
Ivashenko Yu.A.,
Rakhmonzoda A.dzH.
Calculation of the stability of two-layer ledges of excavations with elastic-plastic stress distribution
Tumanov S.L.,
Kalinovsky S.A.,
Risunov A.R.,
Chertkoeva E.A.
On the avalanche-like destruction of soil base
Ivashenko Yu.A.,
Serebrennikova E.N.,
Urumbaev A.Zh.
Коэффициент формы фундамент МИКФ
Володин С.С.
On the specifics of the formation of stress-strain state of the wall of crane beams during crane movement
Saburov V.F.,
Serebrennikova E.N.,
Ferder A.V.
Energy efficiency of construction processes in Iraq
Badin G.M.,
Sychev S.A.,
Abass A.A.,
Al-habib A.A.,
Kurasova D.T.
Experimental research on concrete deformation during unloading at a descending section and reloading
Ivashenko Yu.A.,
Ferder A.V.,
Serebrennikova E.N.,
Urumbaev A.Zh.
Решение задачи строительной механики по определению максимального прогиба для пластинок в форме четырехугольника
Сычев М.Е.,
Овешников В.Ю.,
Зеленский Д.В.
Поточный метод строительства как основа безостановочного производства работ
Бабанков С.Ю.,
Котляров А.Г.,
Баскаков В.Н.,
Кощеев Е.В.
Specifics of the wind regime in the design of residential development for ventilation and wind protection
Olenkov V.D.,
Kolmogorova A.O.,
Barakov I.I.,
Belov M.A.,
Khakimov V.Y.
Influence of displacements determination accuracy of bored piles on analysis results of their response under lateral loads
Sosnin A.V.,
Abrosov A.A.
An investigation of the behavior of a spiral micropile in soil
Melnikov R.V.,
Pronozin Y.A.,
Bragar E.P.
Оптимизация размеров стального гнутого швеллера
Лобанов Ю.В.,
Моргунова Е.С.
Lightweight phosphate refractory concrete based on a binder made from industrial aluminosilicate raw materials
Abyzov V.A.,
Posadnova N.E.
The possibilities of managing the life cycle of a construction object using TIM
Isupov N.S.,
Karmanova M.M.,
Pridvizhkin S.V.,
Fomin N.I.
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