Расчетные модели сооружений и возможность их анализа


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Porty i portovye sooruzheniya [Hydraulic work of docks waterways and continental shelf. Part 2. Docks and docking facilities]. Pilyaev S. Volnovye raschety pri proektirovanii portov [Undular calculations on docks engineering]: course book. Issledovanie volneniya na prostranstvennykh modelyakh portov i avanportov [Study of the commotion on the spatial models of docks and avant ports]. Osobennosti modelirovaniya volnovykh protsessov na akvatoriyakh portov [Peculiarities of wave action simulation on the port areas].

E-mail: shilkina bk. Shilkina Svetlana Vyacheslavovna , Cand.

Analog systems are replaced by the digital ones ubiquitously. The main advantages of digital systems are their ability for flexible communication and integration with other devices while combining them into the unified system. Hardware ans software in digital systems allows the data transfer and administration commands via the load cables without using the single wires. The article deals with the software for effective decision-making in lighting control systems of the building and issues of the busbars application in the scope of biulding automation.

Volkov A. Estestvennye i tekhnicheskie nauki — Natural and Technical Sciences. Modelirovanie energoeffektivnykh inzhenernykh sistem [High-efficiency engineering systems modeling].


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The Right Protocol. Mondo, T, No. Higgins D. Lighting Control Protocols.

List of references:

ESTA Protocol, Available at: ru. E - mail : andremixas mail. Mikhasek Andrey Aleksandrovich , Cand. Keywords : hydraulic engineering structure, bank securing, composite and synthetic materials. The article suggests dividing the bank securing structure into three elements with special usage conditions for each of them.

Depending on work conditions, the study selects the types of composite and synthetic materials which can be used for bank securing, systematizes them, and determines the criterial conditions of their application in bank securing. Based on analyzing these advantages and drawbacks, the author suggests practical recommendations on using composite and synthetic materials in the bank securing object of Saratov water reservoir. The design was further specified based on studying the operation of concrete mats in ice field conditions. Kiselev P.

Spravochnik po gidravlicheskim raschetam [Reference book on hydraulic calculations]. Edited by Zhurin V. Moscow, Leningrad, Mikhasek A. Osnovy vybora konstruktsii beregoukrepleniya iz kompozitnykh materialov [Fundamentals of choosing a bank securing structure made of composite materials]. Shabanov V. Kontseptsiya razvitiya beregovoy linii reki v predelakh krupnogo goroda [Concept of the development of river bank line within the limits of a large city].

Zashchita beregovykh sklonov ot razrusheniya [Protection of bank slopes from destruction].

Ekobaltika [Ecobaltics ]: coll. Available at: pogoda-sv. Single information system in the sphere of procurement. Rodionov M. Balzannikov M. Procedia Engineering. Senitsky Yu. E-mail: tetrofimova mail. In the furtherance of these goals it is necessary to consider the historically developed planning principles and formula of architectural construction of the monasteries. The article presents the historical background of these monasteries development, the churches building plans and facades, reveals their distinctive features, connection with the surrounding landscape, architectural, artistic and building traditions.

The continuity and consistency in construction of monasterial complexes, interaction of sculpture, architecture and urban planning solutions with the natural surroundings reckon the monasterial complexes Sanahin and Haghpat among the masterpieces of the world architectural heritage. Khalpakhchyan O. Arkhitekturnye ansambli Armenii [Architectural ensembles of Armenia]. Egiazarov L. Pamyatniki drevnearmyanskoy arkhitektury [Monuments of ancient Armenian architecture]. Abraamyan V. Erevan, Stepanyan N.

1. ВВЕДЕНИЕ

Iskusstvo Armenii [Art of Armenia]. Ghalpaktchian O. Milan, Trofimova T. Album of drawings of Haghpat and Sanahin monasteries]. E - mail : panda - w i yandex. Panfilov Denis Aleksandrovich , Cand. Keywords : beamless floors, beam floors, monolithic ferroconcrete, finite element model, reinforcement. The article studies the selection of the necessary reinforcement of monolithic ferroconcrete frames of buildings with beamless and beam floors in the aspect of optimal design. The models of frame buildings are high-rise and have a regular grid of columns in in the longitudinal and transverse direction.

The design scheme of beam floors is the traditional one, with major and secondary monolithic ferroconcrete beams. Finite element models varied in concrete grade, floor thickness, and the cross sections of the major beams and columns. The article presents the consolidated results of theoretic research. Panfilov D.


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Obzor sushchestvuyushchikh diagramm deformirovaniya betona pri szhatii v otechestvennykh i zarubezhnykh normativnykh dokumentakh [Overview of the existing diagrams of compressive concrete deformation in Russian and foreign regulatory documents]. Murashkin G. Uchet osobennostey zhelezobetona pri raschetakh na isklyuchenie progressiruyushchego razrusheniya [Consideration of the specific features of ferroconcrete in calculations aimed at excluding progressive destruction].

The analysis of deflections of pre-stressed reinforced concrete beams exposed to short duration uniform loading. The analysis of slab and beam floor with pre-stressed wire rope reinforcement. Primery rascheta treshchinostoykosti zhelezobetonnykh konstruktsiy soglasno otechestvennym i evropeyskim normativnym dokumentam [Examples of calculating the crack resistance of ferroconcrete structures according to Russian and European regulatory documents]: methodological guidelines.

Primery rascheta progibov zhelezobetonnykh konstruktsiy soglasno otechestvennym i evropeyskim normativnym dokumentam [Examples of calculating the deflections of ferroconcrete structures according to Russian and European regulatory documents]: methodological guidelines. A, Gimadetdinov K. Usilenie zhelezobetonnykh i kamennykh konstruktsiy [Reinforcement of ferroconcrete and stone structures]: course book.

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Blagoveshchensk, Borodachev N. Issledovanie vliyaniya treshchinoobrazovaniya na progiby izgibaemykh zhelezobetonnykh elementov [Study of the impact of crack formation on the deflections of bent ferroconcrete elements]. Kompleksnaya otsenka prochnostnykh svoystv betona monolitnogo bezbalochnogo karkasa [Complex assessment of the strength properties of concrete in a monolithic beamless frame].

Togliatti, Toshin D.

Deformirovanie betona s uchetom nelineynykh svoystv [Concrete deformation with the consideration of non-linear properties]. Eryshev V. Nelineynyy raschet deformatsiy izgibaemykh zhelezobetonnykh elementov pri slozhnykh rezhimakh nagruzheniya s primeneniem deformatsionnoy modeli [Non-linear calculation of the deformation of bent ferroconcrete elements under complex loading regimed with the usage of deformation model]: course book.

Togliatti , E - mail : uvarovang mail. Tyurnikov Vladimir Viktorovich , Cand. Keywords: carbonate siftings, ceramic materials, technogenic raw materials, degree of dispersion, effective compositions, resource saving. The article presents the results of studying the compositions of ceramic masses based on fusible brick-tile clay with added carbonate siftings — the by-product of recycling carbonate rocks. It studies the impact of dispersion and the amount of carbonate siftings on the properties of ceramic masses and the physical-mechanical characteristics of ceramic materials.

The work determines that the increase in the amount of the additive leads to the decrease in: molding moisture, air shrinkage, average density, along with the increase in porosity. The dispersion of siftings affects all properties examined.

Расчетные модели сооружений и возможность их анализа Расчетные модели сооружений и возможность их анализа
Расчетные модели сооружений и возможность их анализа Расчетные модели сооружений и возможность их анализа
Расчетные модели сооружений и возможность их анализа Расчетные модели сооружений и возможность их анализа
Расчетные модели сооружений и возможность их анализа Расчетные модели сооружений и возможность их анализа
Расчетные модели сооружений и возможность их анализа Расчетные модели сооружений и возможность их анализа
Расчетные модели сооружений и возможность их анализа Расчетные модели сооружений и возможность их анализа
Расчетные модели сооружений и возможность их анализа Расчетные модели сооружений и возможность их анализа
Расчетные модели сооружений и возможность их анализа Расчетные модели сооружений и возможность их анализа

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