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Rationalization of the constructive form of towers with prestressed cables
Sitnikov I.R., Golikov A.V.
Evaluation of a reliability index for steel trusses to the deflection criterion with interval uncertainty of data
Solovev S.A., Inkov A.E., Soloveva A.A.
Comparison of methods for analysis of structural systems under sudden removal of a member
Savin S.Y., Fedorova N.V.
Comparative study of finite element methods of calculation of ribbed reinforced concrete floors
Nikitin K.E., Kirsanov O.A.
Macroseismic intensity-based catalogue of earthquakes in Ecuador
Cajamarca-Zuniga D., Kabantsev O.V., Marin C.
The concept of development of computer aided design programs for bridges or other engineering structures according to the specified criterion of optimality
Salamakhin P.M., Chasovnikov A.D.
Modeling of random static loads on a structural cover with limited statistical data
Solovev S.A.
The development of chart based method for steel beam designs using the Russian sections
Gebre T.H.
THE APPLICATION OF COMBINATORIAL-VARIATIONAL APPROACH TO COMPUTER GEOMETRICAL MODELING OF ENGINEERING CONSTRUCTIONS AND BUILDINGS
Vanin V.V., Shambina S.L., Virchenko V.G.
OPTIMIZATION OF BUILDING STRUCTURES ON THE BASIS OF GENETIC ALGORITHM
Lesovic R.V., Klyuyev S.V., Klyuyev А.V.
Areas of rational operation of steel rolling beams secured against curvatures
Golikov A.V., Veremeev D.V.
THE USE OF COMPUTER DYNAMIC SHAPING FOR MODELING OF ENGINEERING STRUCTURES AND BUILDINGS
SHAMBINA S.L., VIRCHENKO S.G.
THE MANAGEMENT BY DESIGN PARAMETERSIN THE OPTIMAL DESIGHN PROBLEMS
Klyuyev S.V., Klyuyev A.V.
VARIANT COMPUTER SHELL PROTOTYPING BASED ON POLYPARAMETERIZATION OF MIDDLE SURFACES
VANIN V.V., SHAMBINA S.L., VIRCHENKO G.I.
The pendulum type surfaces with congruential cross sections
Krivoshapko S.N., Shambina S.L.
A comparative study of beam design curves against lateral torsional buckling using AISC, EC and SP
Galishnikova V.V., Gebre T.H.
METHODOLOGY FOR DURABILITY CALCULATION OF REINFORCED CONCRETE STRUCTURES OF HYDROTECHNICAL ERECTIONS STRENGTHENED BY COMPOSITE MATERIALS
Rubin O.D., Lisichkin S.E., Frolov K.E.
THE PROBLEMS OF ENERGY OPTIMIZATION OF REINFORCED CONCRETE STRUCTURES UNDER DYNAMIC LOADING
Bondarenko V.M.
APPLICATION OF MODERN TECHNIQUES AIDED DESIGN FOR FORMING AND CALCULATION OF PROGRESSIVE ARCHITECTURE
SALEH M.S.
INNOVATIVE MASONRY MADE OF LARGE-SIZE HOLLOW UNITS WITH 50% POROSITY AND WITH GLUE JOINTS
Granovsky A.V., Kondratyeva E.Y.
Large-span structures in diploma projects of students architects of RUDN University
Mamieva I.A.
Behavior of the frames of large-span metal domes in the process of their installation
Lebed E.V.
DESIGN OF SPORTS-AND-RELAXATION BUILDING
Krivoshapko S.N., Emelianova E.M., Mamiyeva I.A.
Performance-Based Seismic Design for buildings
Gil-oulbé M., Al-Shaibani F., Lina A.S.
Adjustment of forces in large-span structures in the design of a rational constructive form of a Dolphinarium in Volgograd
Sitnikov I.R., Golikov A.V.
THE RESULTS OF NUMERICAL RESEARCH OF FLOATING REINFORCED CONCRETE STRUCTURES OFTHE NORTH TIDAL POWER PLANT
Novikov S.P.
APPLICATION OF CONVENTIONAL SURFACES IN GRAPHIC DESIGN AND ENGINEERING OF SLIDES AND TOBOGGAN TRACKS TURNS
Misyura N.E., Mityushov E.A.
Trial design of umbrella type shell structures
Tupikova E.M., Ershov M.E.
Vizualizing of semi-regular polyhedrons in AutoCAD environment
Romanova V.A.
Computer analysis of the behavior of large-span metal domes with different methods of installation
Lebed E.V.
Forming A Structural Design USING genetic algorithm and Delaunay tetrahedral partition
Alekseytsev A.V., Serpik I.N., Kurchenko N.S.
The generalized constructive form of three-span steel suspension bridges and the flow chart of the program of their design optimization.
Salamahin P.M., Tran Thai Minh -.
Experimental verification of new features of bearing operation under combined loading conditions
Kirilovskiy V.V., Belousov Y.V.
Simplified selection of optimal shell of revolution
Krivoshapko S.N., Ivanov V.N.
EXPERIMENTAL RESEARCHES OF SURVIVABILITY FRAGMENT OF THE FRAME OF THE BUILDING WITH REINORCED CONCRETE COMPOSITE ELEMENTS WORKING ON BEND WITH TORSION
ALKADI S.A., DEMYANOV A.I., OSOVSKIH E.V.
THE PERFECTION OF A METHOD OF NUMERICAL MODELING STEEL-AND-REINFORCED CONCRETE PRESSURE WATER PIPES
Bogachenko S.V.
THE GENERALIZED CONSTRUCTIVE FORM OF TWO-PYLON CABLE-STAYED COMPOSITE BRIDGES AND THE FLOW-CHART OF PROGRAM OF THEIR DESIGN OPTIMIZATION
Salamahin P.M., Le Van Manh -.
Inverted pyramid Azores - an eternal hybrid structure
Sarmento Esteves L.P.
THE STRENGTH OF ROCK STRUCTURES IN UNDERGROUND MINING
GOLIK V.I., RAZORENOV Y.I., LYASHENKO V.I.
THE OPTIMAL DESIGN OF PIVOTAL SYSTEMS TOPOLOGY
Klyuev A.V., Klyuev S.V., Lesovik R.V.
1 - 40 of 40 Items

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