Іздеу

Шығарылым
Атауы
Авторлар
Rationalization of the constructive form of towers with prestressed cables
Sitnikov I., Golikov A.
The concept of development of computer aided design programs for bridges or other engineering structures according to the specified criterion of optimality
Salamakhin P., Chasovnikov A.
Modeling of random static loads on a structural cover with limited statistical data
Solovev S.
THE APPLICATION OF COMBINATORIAL-VARIATIONAL APPROACH TO COMPUTER GEOMETRICAL MODELING OF ENGINEERING CONSTRUCTIONS AND BUILDINGS
Vanin V., Shambina S., Virchenko V.
OPTIMIZATION OF BUILDING STRUCTURES ON THE BASIS OF GENETIC ALGORITHM
Lesovic R., Klyuyev S., Klyuyev А.
The development of chart based method for steel beam designs using the Russian sections
Gebre T.
THE OPTIMAL DESIGN OF PIVOTAL SYSTEMS TOPOLOGY
Klyuev A., Klyuev S., Lesovik R.
THE PROBLEMS OF ENERGY OPTIMIZATION OF REINFORCED CONCRETE STRUCTURES UNDER DYNAMIC LOADING
Bondarenko V.
Behavior of the frames of large-span metal domes in the process of their installation
Lebed E.
Torses with Two Curves in Intersecting Planes and with Parallel Axes
Krivoshapko S.
The pendulum type surfaces with congruential cross sections
Krivoshapko S., Shambina S.
DESIGN OF SPORTS-AND-RELAXATION BUILDING
Krivoshapko S., Emelianova E., Mamiyeva I.
VARIANT COMPUTER SHELL PROTOTYPING BASED ON POLYPARAMETERIZATION OF MIDDLE SURFACES
VANIN V., SHAMBINA S., VIRCHENKO G.
Adjustment of forces in large-span structures in the design of a rational constructive form of a Dolphinarium in Volgograd
Sitnikov I., Golikov A.
Parameterization of Maxwell - Cremona Diagram for Determining Forces in Elements of a Scissors Truss
Repin V., Lukina A., Strekalkin A.
Experimental verification of new features of bearing operation under combined loading conditions
Kirilovskiy V., Belousov Y.
THE RESULTS OF NUMERICAL RESEARCH OF FLOATING REINFORCED CONCRETE STRUCTURES OFTHE NORTH TIDAL POWER PLANT
Novikov S.
APPLICATION OF MODERN TECHNIQUES AIDED DESIGN FOR FORMING AND CALCULATION OF PROGRESSIVE ARCHITECTURE
SALEH M.
Computer analysis of the behavior of large-span metal domes with different methods of installation
Lebed E.
Long-Term Operation of Reinforced Concrete Frame on Deformable Soil Base Considering Loading and Exposure Conditions
Berlinov M.
Inverted pyramid Azores - an eternal hybrid structure
Sarmento Esteves L.
Design Wind Directions in Bearing Capacity Assessment of Triangular Antenna-Mast Structures
Markina Y.
Forming A Structural Design USING genetic algorithm and Delaunay tetrahedral partition
Alekseytsev A., Serpik I., Kurchenko N.
METHODOLOGY FOR DURABILITY CALCULATION OF REINFORCED CONCRETE STRUCTURES OF HYDROTECHNICAL ERECTIONS STRENGTHENED BY COMPOSITE MATERIALS
Rubin O., Lisichkin S., Frolov K.
Vizualizing of semi-regular polyhedrons in AutoCAD environment
Romanova V.
Evaluation of a reliability index for steel trusses to the deflection criterion with interval uncertainty of data
Solovev S., Inkov A., Soloveva A.
Trial design of umbrella type shell structures
Tupikova E., Ershov M.
THE MANAGEMENT BY DESIGN PARAMETERSIN THE OPTIMAL DESIGHN PROBLEMS
Klyuyev S., Klyuyev A.
THE PERFECTION OF A METHOD OF NUMERICAL MODELING STEEL-AND-REINFORCED CONCRETE PRESSURE WATER PIPES
Bogachenko S.
THE USE OF COMPUTER DYNAMIC SHAPING FOR MODELING OF ENGINEERING STRUCTURES AND BUILDINGS
SHAMBINA S., VIRCHENKO S.
Simplified selection of optimal shell of revolution
Krivoshapko S., Ivanov V.
Macroseismic intensity-based catalogue of earthquakes in Ecuador
Cajamarca-Zuniga D., Kabantsev O., Marin C.
The generalized constructive form of three-span steel suspension bridges and the flow chart of the program of their design optimization.
Salamahin P., Tran Thai Minh -.
INNOVATIVE MASONRY MADE OF LARGE-SIZE HOLLOW UNITS WITH 50% POROSITY AND WITH GLUE JOINTS
Granovsky A., Kondratyeva E.
THE STRENGTH OF ROCK STRUCTURES IN UNDERGROUND MINING
GOLIK V., RAZORENOV Y., LYASHENKO V.
Comparative study of finite element methods of calculation of ribbed reinforced concrete floors
Nikitin K., Kirsanov O.
Large-span structures in diploma projects of students architects of RUDN University
Mamieva I.
THE GENERALIZED CONSTRUCTIVE FORM OF TWO-PYLON CABLE-STAYED COMPOSITE BRIDGES AND THE FLOW-CHART OF PROGRAM OF THEIR DESIGN OPTIMIZATION
Salamahin P., Le Van Manh -.
EXPERIMENTAL RESEARCHES OF SURVIVABILITY FRAGMENT OF THE FRAME OF THE BUILDING WITH REINORCED CONCRETE COMPOSITE ELEMENTS WORKING ON BEND WITH TORSION
ALKADI S., DEMYANOV A., OSOVSKIH E.
Comparison of methods for analysis of structural systems under sudden removal of a member
Savin S., Fedorova N.
Performance-Based Seismic Design for buildings
Gil-oulbé M., Al-Shaibani F., Lina A.
APPLICATION OF CONVENTIONAL SURFACES IN GRAPHIC DESIGN AND ENGINEERING OF SLIDES AND TOBOGGAN TRACKS TURNS
Misyura N., Mityushov E.
A comparative study of beam design curves against lateral torsional buckling using AISC, EC and SP
Galishnikova V., Gebre T.
Areas of rational operation of steel rolling beams secured against curvatures
Golikov A., Veremeev D.
Нәтижелер 44 - 1/44
Сыбырсөздер:
  • Негізгі сөздер тіркелімге сезімтал< / li>
  • Ағылшын предлогтары мен одақтары еленбейді
  • Әдепкі бойынша іздеу барлық негізгі сөздер үшін жасалады (агенс AND экспериенцер)
  • Белгілі бір терминді табу үшін OR қолданыңыз. білім беру OR оқыту
  • мысалы, күрделі сөз тіркестерін жасау үшін жақшаларды қолданыңыз. мұрағат ((журналдар OR конференциялар) NOT диссертациялар)
  • Нақты фразаны табу үшін, мысалы, тырнақшаларды қолданыңыз. "ғылыми зерттеулер"
  • сөзді - (сызықша) немесе not операторының көмегімен алып тастаңыз; мысалы. сұлулық байқауы< / em > немесе сұлулық байқауы< / em > < / li>
  • мысалы, нұсқа ретінде * қолданыңыз. ғылым* "ғылыми","ғылыми"және т. б. сөздерді қамтиды< / li> < / < / к-сі>

Согласие на обработку персональных данных

 

Используя сайт https://journals.rcsi.science, я (далее – «Пользователь» или «Субъект персональных данных») даю согласие на обработку персональных данных на этом сайте (текст Согласия) и на обработку персональных данных с помощью сервиса «Яндекс.Метрика» (текст Согласия).