ARCHITECTURE AND URBAN DEVELOPMENT. RESTRUCTURING AND RESTORATION

RESTORATION OF THE ROUND LOCOMOTIVE DEPOT, A MOSCOW LANDMARK

Vestnik MGSU 5/2013
  • Perunov Aleksandr Sergeevich - Moscow State University of Civil Engineering (MGSU) Candidate of Technical Sciences, Associate Professor, Department of Testing of Structures, Moscow State University of Civil Engineering (MGSU), 26 Yaroslavskoe shosse, Moscow, 129337, Russian Federation; This e-mail address is being protected from spambots. You need JavaScript enabled to view it .
  • Kunin Yuriy Saulovich - Moscow State University of Civil Engineering (MGSU) Candidate of Technical Sciences, Professor, Chair, Department of Testing of Structures; +7 (495) 287-49-14, ext. 1331, 1150., Moscow State University of Civil Engineering (MGSU), 26 Yaroslavskoe shosse, Moscow, 129337, Russian Federation; This e-mail address is being protected from spambots. You need JavaScript enabled to view it .
  • Kotov Vyacheslav Ivanovich - Moscow State University of Civil Engineering (MGSU) Director, Laboratory of Examination and Testing of Structures at Department of Testing of Structures; +7 (495) 287-49-14, ext. 1331, 1150., Moscow State University of Civil Engineering (MGSU), 26 Yaroslavskoe shosse, Moscow, 129337, Russian Federation; This e-mail address is being protected from spambots. You need JavaScript enabled to view it .

Pages 21-28

Nikolaev railway depot is one of the first locomotive depots in Russia. It is a monument of cultural heritage, and it belongs to a group of buildings of the Leningrad Railroad Station in Moscow. The depot was designed by renowned architects K.A. Ton andR.A. Zhelyazevich in 1951. The depot building is round; it consists of 22 sections. The bearing structures of the building, its columns, arches and vaults are made of masonry. The depot building was remodeled several times, following changes in its intended use. Therefore, the original look of the building has lost its initial splendour. Now its structures are badly damaged, and the bearing capacity of its masonry columns and arches has changed for the worse. Its reconstruction will be accompanied by the restoration of its original exterior. Its reconstruction must be accompanied by the comprehensive monitoring of the stress-strain state of its surviving structures. The renovation must be based on the structural analysis of changes of its properties and damages. Currently, the engineering staff of our university is monitoring the strained state of the building to give advice in the course of its further restoration.

DOI: 10.22227/1997-0935.2013.5.21-28

References
  1. Slavina T.A., Ton K. Zodchie nashego goroda [Architects of Our City]. Leningrad, Lenizdat Publ., 1982, 152 p.
  2. Ivashko Yu.V. Problemy restavratsii pamyatnikov arkhitektury i restavratsionnye tekhnologii [Problems of Restoration of Landmarks and Restoration Technologies]. Budmayster. 2003, no. 4, pp. 22—24.
  3. Binney M., Pearce D. Railway Architecture. Londres, SAVE Britain’s Heritage, Orbis, 1979.
  4. Betjeman J. London’s Historic Railway Stations. Londres, John Murray (Publishers) Ltd., 1972.
  5. Jensen O. The American Heritage History of Railroads in America. Outlet, 1993.
  6. Heald B.D. A History of the Boston & Maine Railroad: Exploring New Hampshire’s Rugged Heart by Rail. The History Press, 2007.
  7. Schivelbusch W. The Railway Journey: the Industrialization of Time and Space in the 19th Century. University of California Press, 1986.
  8. Wi?licki A. Building and Construction of the 18th and 19th Century. History and Technology, an International Journal. 1991, vol. 7, no. 3-4, pp. 321—341.

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NEW ARHIVED DOCUMENTS CONCERNING THE CHURCH CONSTRUCTION IN VOZDVIZHENSKOE VILLAGE

Vestnik MGSU 3/2012
  • Chetyrina Natalya Arkadevna - Moscow State University of Civil Engineering (MSUCE) Department of History and Culturology; (499) 183-21-29, Moscow State University of Civil Engineering (MSUCE), 26 Yaroslavskoe shosse, Moscow, 129337, Russia; This e-mail address is being protected from spambots. You need JavaScript enabled to view it .

Pages 6 - 11

The paper considers civil engineering in retrospect. The paper presents the records of the two contracts that date back to 1837 and 1838. The contracts cover the two stages of construction of a famous church in Vozdvizhenskoe Village in the Moscow Province. These documents were stored in the Central Historic Archive, namely, in the collection of the town hall of Sergievskij Possad. These records of the two agreements in the collection of the brokers notes (or in other books of the same type) are of particular value, as the majority of authentic contracts have been lost. One of the contracts covers the organizational procedure and pre-construction works, while the other one covers the construction of the church. The first document gives the idea of environmental protection, employment of ecological technologies, and safe disposal and recycling of human biowaste in the course of dismantling of an old structure in Vozdvizhenskoe village. The second document that dates back to 1838 covers the sequence of construction works, starting from the foundation and ending with the arches, the types of building materials used, and peculiarities of stone masonry. The information recorded in the contract includes the names of the counterparties, day-to-day mode of life of seasonal workers, remuneration of labour and procedures that assure the quality of construction. This agreement makes it possible to outline the construction process that includes workers, bricklayers, the foreman, the contractor, the architect, and the customer. On the whole, both documents help us outline and assess some of the building practices of the 19th century. This issue is relevant nowadays, as our society has entered the phase of the market economy, while the experience accumulated by the past generations is of undeniable value.

DOI: 10.22227/1997-0935.2012.3.6 - 11

References
  1. Il’in M.A. Podmoskov’e [Moscow Region]. Moscow, Iskusstvo Publ., 1974.
  2. Pamiatniki arhitekturi Moskovskoy oblasti [Architectural Monuments of the Moscow Region]. No. 2, Moscow, Stroiisdat Publ., 1999, p. 91.
  3. Penezhko O. Khramy Sergievo-Posadskogo blagochiniya [Sergijev-Possad Churches]. Vladimir, 2007, pp. 86—87, 231.
  4. Marreze L.M. Bab’e tsarstvo: dvoryanki i vladenie imushchestvom v Rossii (1700—1861) [The Female Kingdom: Noble Ladies and Property Ownership in Russia (1700—1861)]. Moscow, 2009.
  5. Samoylov A. Sergievo-Posadskiy tserkovnyy okrug [Sergijev-Possad Church District]. Moskovskie eparkhial’nye vedomosti [Moscow Church District News]. 2003, no. 9-10, p. 91.
  6. Chetyrina N.A. Snos starykh stroeniy kak primer stroitel’noy praktiki [Demolition of Old Structures and an Example of Building Practice]. Sovremennye issledovaniya gumanitarnykh, sotsial’nykh i ekonomicheskikh problem stroitel’stva i arkhitektury [Modern Research of Humanitarian, Social and Economic Problems of Construction and Architecture]. Moscow, 2010, pp. 325—328.
  7. M.V. Nikolaeva Chastnoe stroitel’stvo v Moskve i Podmoskov’e pervoy chetverti XVIII veka [Private Construction in Moscow and Moscow Region in the First Quarter of the 18th Century]. Podryadnye zapisi [Records of Contractors], Vol. 2, Moscow, URSS, 2004.

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SUBSTANTIATION OF DESIGN MEASURES TO INCREASE ENERGY EFFICIENCY OF EXTERIOR WALLS

Vestnik MGSU 11/2017 Volume 12
  • Musorina Tat'yana Aleksandrovna - Peter the Great St. Petersburg Polytechnic University (SPbPU) postgraduate student, Hydraulics and Strength Department, Civil Engineering Institute, Peter the Great St. Petersburg Polytechnic University (SPbPU), 29 Politechnicheskaya str., St. Petersburg, 195251, Russian Federation.
  • Gamayunova Ol'ga Sergeevna - Peter the Great St. Petersburg Polytechnic University (SPbPU) senior lecturer, Department of Construction of Unique Buildings and Structures, Civil Engineering Institute, Peter the Great St. Petersburg Polytechnic University (SPbPU), 29 Politechnicheskaya str., St. Petersburg, 195251, Russian Federation.
  • Petrichenko Mikhail Romanovich - Peter the Great St. Petersburg Polytechnic University (SPbPU) Doctor of Technical Sciences, Professor, Head of the Hydraulics and Strength Department, Peter the Great St. Petersburg Polytechnic University (SPbPU), 29 Politechnicheskaya str., St. Petersburg, 195251, Russian Federation.

Pages 1269-1277

Subject: multi-layer building envelope is the subject of the paper. Recently, in the context of energy conservation policies, the heat engineering requirements for enveloping structures of buildings and structures have significantly increased. At the same time, their moisture condition has a significant impact on the operational properties of materials of structures and on microclimate of rooms constrained by these structures. Research objectives: emphasize importance of the task of predicting the temperature and moisture condition of the walling at the stage of design and construction of building envelopes. In this paper, the temperature distributions in layered walls are analyzed. Materials and methods: to achieve the objectives, computational and experimental studies are conducted. By alternating (rearranging) layers and preserving the thermal resistance of the wall on the whole, we find the optimal alternation of layers that minimizes deviation of the maximum wall temperature from the average temperature. Results: for the optimal location of layers in the wall’s structure, the moisture penetration into the wall is minimal or absent altogether. This is possible if the heat-insulating layer is mounted on the outer surface of the structure. Conclusions: the obtained results of computational and experimental studies allow us to verify appropriateness of accounting for alternation of layers in multilayer structures. These calculations proved that the higher the average temperature level, the more energy-efficient the structure will be.

DOI: 10.22227/1997-0935.2017.11.1269-1277

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The results of masonry and reinforced masonry research

Vestnik MGSU 3/2014
  • Sokolov Boris Sergeevich - Kazan State University of Architecture and Engineering (KazGASU) Doctor of Technical Sciences, Professor, corresponding member of the Russian academy of architecture and building sciences, head, Department of Reinforced Concrete and Masonry Structures, Kazan State University of Architecture and Engineering (KazGASU), 1 Zelyonaya St., Kazan, 420043, Republic of Tatarstan; (843) 238-25-93; This e-mail address is being protected from spambots. You need JavaScript enabled to view it .
  • Antakov Aleksey Borisovich - Kazan State University of Architecture and Engineering (KazGASU) Candidate of Technical Science, Associate Professor, Department of Reinforced Concrete and Masonry Structures, Kazan State University of Architecture and Engineering (KazGASU), 1 Zelyonaya St., Kazan, 420043, Republic of Tatarstan; (843)273-03-22; This e-mail address is being protected from spambots. You need JavaScript enabled to view it .

Pages 99-106

In the article the survey results of durability and crack resistance investigation of masonry are presented. The aim of the investigations is improving calculation methods of masonry and reinforced masonry. The relevancy of the problem is determined by the necessity of new efficient materials implementation. In accordance with scientific search methodology complex investigations were carried out, which includes gathering, analyzing and revising the existing data on the topic together with determining essential factors and their value rate. Within the framework of the investigations the features of masonry have been studied. The developed calculation method on the basis of the theory of resistance of anisotropic materials at the compression, which reflects the stress-strain state features and nature of destruction, allows to carry out an assessment of durability and crack resistance of the compressed members and structures made of masonry. The research results can be used at revising or updating the existing normative documents.

DOI: 10.22227/1997-0935.2014.3.99-106

References
  1. Sokolov B.S. Teoriya silovogo soprotivleniya anizotropnykh materialov szhatiyu i ee prakticheskoe primenenie: monografi ya [Theory of Strength Resistance to Compression of Anisotropic Materials and its Practical Application. Monograph]. Moscow, ASV Publ., 2011, 160 p.
  2. Sokolov B.S., Antakov A.B. Issledovaniya szhatykh elementov kamennykh i armokamennykh konstruktsiy [Study of Compressed Elements of Masonry and Reinforced Masonry Structures]. Moscov, ASV Publ., 2010, 104 p.
  3. Onishchik L.I. Kamennye konstruktsii [Masonry Structures]. Moscow, Gosudarstvennoye Izdatel'stvo stroitel'noy literatury Publ., 1939, 208 p.
  4. SP 15.13330.2012. Kamennye i armokamennye konstruktsii. Normy proektirovaniya [Regularities 15.13330.2012. Masonry and Reinforced Masonry Structures. Design Norms]. Minregion Rossii Publ.. Moscow, 2012, 78 p.
  5. Sokolov B.S., Antakov A.B., Fabrichnaya K.A. Kompleksnye issledovaniya prochnosti pustotelo-porizovannykh keramicheskikh kamney i kladok pri szhatii [Complex Investigations of Hollow Porous Ceramic Masonry under Compression]. Vestnik grazhdanskikh inzhenerov [Proceedings of Civil Engineers]. 2012, no. 5(34), pp. 65—71.
  6. Eurocode 6. Design of Masonry Struktures. Part. 1-1: General Rules for Buildings. Rules for Reinforced and Unreinforced Masonry. Brussels, 1994, 200 p.
  7. Zuccyini A., Louren?o P.B. Mechanics of Masonry in Compression. Result from a Homogenization Approach. Computers and Structures. 2007, vol. 85, no, 3—4, pp. 193—204. DOI: 10.1016/j.compstruc.2006.08.054.
  8. Dykhovichnyy Yu.A., Kolchunov V.I., editors. Zhilye i obshchestvennye zdaniya: kratkiy spravochnik inzhenera-konstruktora [Residential and Public Buildings: Quick Reference of Design Engineer]. Moscow, 2011, ASV Publ., vol. 1, 360 p.

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EXPERIMENTAL AND THEORETICAL STUDIES OF THE STRESS-STRAIN STATE OF WOOD-CONCRETE AND WOOD-GYPSUM MASONRY

Vestnik MGSU 12/2012
  • Likhacheva Svetlana Yur'evna - Nizhniy Novgorod State University of Architecture and Civil Engineering (NNGASU) Candidate of Physical and Mathematical Sciences, Associate Professor, Department of Strength of Materials and Theory of Elasticity, Nizhniy Novgorod State University of Architecture and Civil Engineering (NNGASU), 65 Il'inskaya Str., Nizhny Novgorod, 603950, Russian Federation; This e-mail address is being protected from spambots. You need JavaScript enabled to view it .
  • Kondrashkin Oleg Borisovich - Nizhniy Novgorod State University of Architecture and Civil Engineering" (NNGASU) Candidate of Technical Sciences, Associate Professor, Department of Strength of Materials and Theory of Elasticity, Nizhniy Novgorod State University of Architecture and Civil Engineering" (NNGASU), 65 Il'inskaya Str., Nizhny Novgorod, 603950, Russian Federation; This e-mail address is being protected from spambots. You need JavaScript enabled to view it .
  • Lebedev Mikhail Aleksandrovich - Nizhniy Novgorod State University of Architecture and Civil Engineering" (NNGASU) junior researcher, Nizhniy Novgorod State University of Architecture and Civil Engineering" (NNGASU), 65 Il'inskaya Str., Nizhny Novgorod, 603950, Russian Federation; This e-mail address is being protected from spambots. You need JavaScript enabled to view it .

Pages 61 - 65

Results of the theoretical analysis of experimental diagrams of deformations of columns made of wood sawdust and concrete mixtures and of wood sawdust and gypsum mixtures exposed to uniaxial compression are provided in the paper.
The findings of the prototype testing include identification of the two areas of deformations: areas of elastic deformations and areas of intensive development of deformations. The first area of partial elastic deformations is characterized by the linear stress function, while the second area demonstrates that this relationship is nonlinear. Permanent deformations appear as of the startup of the loading process and disproportionate stress is demonstrated throughout the deformation process. However, in the first area (partial elastic deformations) residual deformations are so small that this area is considered as the area of "the area of incomplete elasticity".

DOI: 10.22227/1997-0935.2012.12.61 - 65

References
  1. Tsepaev V.A., Lebedev M.A., Likhacheva S.Yu. Polzuchest’ kladki iz opilkobetona [Creep of the Wood Concrete Masonry Work]. Zhilishchnoe stroitel’stvo [Residential Housing Construction]. 2010, no. 3, pp. 25—27.
  2. Tsepaev V.A., Likhacheva S.Yu., Kondrashkin O.B. Dlitel’naya prochnost’ kladki iz gipso-opilochnykh kamney [Durability of Wood-gypsum Concrete Block Work]. Privolzhskiy nauchnyy zhurnal [Volga Region Scientific Journal]. 2009, no. 3, pp. 39—42.
  3. Tsepaev V.A., Likhacheva S.Yu., Shuryshev I.N. Kratkovremennaya prochnost’ kladki iz opilkobetonnykh kamney pri odnoosnom szhatii [ Short-term Strength of Sawdust Concrete Block Work Exposed to Uniaxial Compression]. Privolzhskiy nauchnyy zhurnal [Volga Region Scientific Journal]. 2009, no. 4, pp. 13—18.
  4. Tsepaev V.A. Dlitel’naya prochnost’ i deformativnost’ konstruktsionnykh drevesno–tsementnykh materialov i nesushchikh elementov na ikh osnove [Long-term Strength and Deformability of Structural Wood-concrete Materials and Bearing Elements Made on Their Basis]. Nizhniy Novgorod, NNGASU Publ., 2001, 480 p.
  5. Likhacheva S.Yu., Kondrashkin O.B. Issledovaniya protsessov deformirovaniya kladok na drevesnykh zapolnitelyakh pri odnoosnom kratkovremennom szhatii [Studies of Processes of Deformation of Masonry Work That Incorporate Wood Fillers If Exposed to Short-term Uniaxial Compression]. Privolzhskiy nauchnyy zhurnal [Volga Region Scientific Journal]. 2011, no. 1, pp. 21—25.
  6. Berg O.Ya. Nekotorye voprosy teorii deformatsiy i prochnosti betona [Some Issues of the Theory of Deformation and Strength of Concrete]. Izv. vuzov. Str-vo i arkhitektura [News of Institutions of Higher Education. Construction and Architecture]. 1967, no. 10, pp. 41—55.
  7. Mel’nichenko O.V. Eksperimental’noe issledovanie dlitel’noy prochnosti betonov vysokikh marok [Experimental Study of Long-term Strength of High-grade Concretes]. Izv. vuzov. Str-vo i arkhitektura [News of Institutions of Higher Education. Construction and Architecture]. 1976, no. 5, pp. 85—88.

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Plastic deformation and fracture of masonry under biaxial stresses

Vestnik MGSU 2/2016
  • Kabantsev Oleg Vasil’evich - Moscow State University of Civil Engineering (National Research University) (MGSU) Candidate of Technical Sciences, Professor, Department of Reinforced Concrete and Masonry Structures, Moscow State University of Civil Engineering (National Research University) (MGSU), 26 Yaroslavskoe shosse, Moscow, 129337, Russian Federation; This e-mail address is being protected from spambots. You need JavaScript enabled to view it .

Pages 34-48

Masonry is a complex multicomponent composite composed of dissimilar materials (brick / stone and mortar). The process of masonry deformation under load depends on the mechanical characteristics of the basic composite materials, as well as of the parameters belonging to the elements, which define the link between brick and mortar being the structural elements. The paper provides an analysis of the experimental study results of masonry behaviour in two-dimensional stress state at primary stresses of opposite signs; identifies the mechanisms of masonry failure that are in compliance with the conditions of stress state. The work shows the key role that structural elements play in the formation of masonry failure processes. On the basis of failure mechanisms educed from the experiments, there was developed a discrete model of masonry. The processes and the corresponding strength criteria, which play a key role in the implementation of plastic deformation phase, have been detected. It has been shown that the plastic deformation of masonry under biaxial stresses occurs in case of the physical linear behavior of the basic materials (brick and mortar). It has been also substantiated that the plastic properties of masonry under biaxial stresses are determined by the processes occurring at the contact interaction nodes between brick and mortar in bed and cross joints. The values of the plasticity coefficients for masonry depending on the mechanical properties of a brick, a mortar and adhesive strength in their interaction have been obtained basing on the results of the performed numerical investigations.

DOI: 10.22227/1997-0935.2016.2.34-48

References
  1. Geniev G.A. O kriterii prochnosti kamennoy kladki pri ploskom napryazhennom sostoyanii [On the Strength Criteria of Masonry with Plane Stress State]. Stroitel’naya mekhanika i raschet sooruzheniy [Structural Mechanics and Analysis of Constructions]. 1979, no. 2, pp. 7—11. (In Russian)
  2. Tyupin G.A. Deformatsionnaya teoriya plastichnosti kamennoy kladki [Deformational Theory of Masonry Plasticity]. Stroitel’naya mekhanika i raschet sooruzheniy [Structural Mechanics and Analysis of Constructions]. 1980, no. 6, pp. 28—30. (In Russian)
  3. Polyakov S.V., Safargaliev S.M. Monolitnost’ kamennoy kladki [Monolithic Masonry]. Alma-Ata, Gylym, 1991, 160 p. (In Russian)
  4. Kashevarova G.G., Ivanov M.L. Naturnye i chislennye eksperimenty, napravlennye na postroenie zavisimosti napryazheniy ot deformatsiy kirpichnoy kladki [Full-scale and Numerical Experiments to Create the Dependencies of Stresses from Masonry Deformations]. Privolzhskiy nauchnyy vestnik [Volga Region Scientific Proceedings]. 2012, no. 8, pp. 10—15. (In Russian)
  5. Kashevarova G.G., Zobacheva A.Yu. Modelirovanie protsessa razrusheniya kirpichnoy kladki [Modeling the Fracture Process of Masonry]. Vestnik Permskogo natsional’nogo issledovatel’skogo politekhnicheskogo universiteta. Stroitel’stvo i arkhitektura [Perm National Research Polytechnic University Bulletin. Construction and Architecture]. 2010, no. 1, pp. 106—116. (In Russian)
  6. Grishchenko A.I., Semenov A.S., Semenov S.G., Melnikov B.E. Influence of Structural Parameters of the Masonry on Effective Elastic Properties and Strength. Inzhenerno-stroitel’nyy zhurnal [Magazine of Civil Engineering]. 2014, no. 5, pp. 95—106. (In Russian)
  7. Derkach V.N. Anizotropiya prochnosti na rastyazhenie kamennoy kladki pri raskalyvanii [Anisotropy of Tensile Strength of Masonry in Case of Cleaving]. Nauchno- tekhnicheskie vedomosti SPbGPU [St. Petersburg State Polytechnical University Journal]. 2012, no. 147-2, pp. 259—265. (In Russian)
  8. Schubert P., Bohene D. Schubfestigkeit von Mauerwerk aus Leichtbetonsteinen. Das Mauerwerk. Ernst & John, 2002, vol. 6, no. 3, pp. 98—102.
  9. Capozucca R. Shear Behaviour of Historic Masonry Made of Clay Dricks. The Open Construction and Building Technology Journal. 2011, no. 5. (Suppl 1-M6), pp. 89—96. DOI: http://dx.doi.org/10.2174/1874836801105010089.
  10. Sousa R., Sousa H., Guedes J. Diagonal Compressive Strength of Masonry Samples — Experimental and Numerical Approach. Materials and Structures. 2013, vol. 46, pp. 765—786. DOI: http://dx.doi.org/10.1617/s11527-012-9933-z.
  11. Calio I., Marletta M., Panto B. A New Discrete Element Model for the Evaluation of the Seismic Behaviour of Unreinforced Masonry Buildings. Engineering Structures. 2012, no. 40, pp. 327—338. DOI: http://dx.doi.org/10.1016/j.engstruct.2012.02.039.
  12. Mohebkhah A., Tasnimi A.A. Distinct Element Modeling of Masonry-Infilled Steel Frames with Openings. The Open Construction and Building Technology Journal. 2012, no. 6 (Suppl 1-M2), pp. 42—49. DOI: http://dx.doi.org/10.2174/1874836801206010042.
  13. Kabantsev O.V. Diskretnaya model’ kamennoy kladki v usloviyakh dvukhosnogo napryazhennogo sostoyaniya [Discrete Model of Masonry under Biaxial Stresses]. Vestnik Tomskogo gosudarstvennogo arkhitekturno-stroitel’nogo universiteta [Vestnik Tomsk State University of Architecture and Building]. 2015, no. 4 (51), pp. 113—134. (In Russian)
  14. Kabantsev O.V., Tamrazyan A.G. Modelirovanie uprugo-plasticheskogo deformirovaniya kamennoy kladki v usloviyakh dvukhosnogo napryazhennogo sostoyaniya [Modeling Elastoplastic Deformation of Masonry under Biaxial Stresses]. International Journal for Computational Civil and Structural Engineering. 2015, no. 3, vol. 11, pp. 87—100. (In Russian)
  15. Vil’deman V.E., Sokolkin Yu.V., Tashkinov A.A. Mekhanika neuprugogo deformirovaniya i razrusheniya kompozitsionnykh materialov [Mechanics of Inelastic Deformation and Destruction of Composite Materials]. Moscow, Nauka. Fizmatlit Publ., 1997, 288 p. (In Russian)
  16. Burago N.G. Modelirovanie razrusheniya uprugoplasticheskikh tel [Modelling of Elastoplastic Bodies Destruction]. Vychislitel’naya mekhanika sploshnykh sred [Computational Continuum Mechanics]. 2008, vol. 1, no. 4, pp. 5—20. (In Russian)
  17. Trusov P.V. Nekotorye voprosy nelineynoy mekhaniki deformiruemogo tverdogo tela (v poryadke obsuzhdeniya) [Some Problems of Nonlinear Mechanics of Solids (In the Form of Discussion)]. Vestnik Permskogo natsional’nogo issledovatel’skogo politekhnicheskogo universiteta. Mekhanika [Perm National Research Polytechnic University Bulletin. Mechanics]. 2009, Vol. 17, pp. 85—95. (In Russian)
  18. Kabantsev O.V., Karpilovskiy V.S., Kriksunov E.Z., Perel’muter A.V. Tekhnologiya raschetnogo prognoza napryazhenno-deformirovannogo sostoyaniya konstruktsiy s uchetom istorii vozvedeniya, nagruzheniya i deformirovaniya [Technology of Computational Prediction of Stress-Strain State of Constructions Taking into Account the History of Erecting, Loading and Deformation]. International Journal for Computational Civil and Structural Engineering. 2011, no. 3, vol. 7, pp. 110—117. (In Russian)
  19. Kopanitsa D.G., Kabantsev O.V., Useinov E.S. Eksperimental’nye issledovaniya fragmentov kirpichnoy kladki na deystvie staticheskoy i dinamicheskoy nagruzki [Experimental Researches of Masonry Fragments on the Effect of Static and Dynamic Loads]. Vestnik Tomskogo gosudarstvennogo arkhitekturno-stroitel’nogo universiteta [Vestnik Tomsk State University of Architecture and Building]. 2012, no. 4, pp. 157—178. (In Russian)
  20. Il’yushin A.A. Mekhanika sploshnoy sredy [Continuum Mechanics]. Moscow, Izdatel’stvo Moskovskogo universiteta Publ., 1978, 287 p. (In Russian)
  21. Parton V.Z., Morozov E.M. Mekhanika uprugoplasticheskogo razrusheniya. Osnovy mekhaniki razrusheniya [Mechanics of Elastic-Plastic Destruction. Fundamentals of Destruction Mechanics]. 3rd edition, revised. Moscow, LKI Publ., 2008, 352 p. (In Russian)
  22. Sokolov B.S., Antakov A.B. Rezul’taty issledovaniy kamennykh i armokamennykh kladok [The Results of Masonry and Reinforced Masonry Research]. Vestnik MGSU [Proceedings of Moscow State University of Civil Engineering]. 2014, no. 3, pp. 99—106. (In Russian)
  23. Tonkikh G.P., Kabantsev O.V., Simakov O.A., Simakov A.B., Baev S.M., Panfilov P.S. Eksperimental’nye issledovaniya seysmousileniya kamennoy kladki naruzhnymi betonnymi applikatsiyami [Experimental Researches of Seismic Reinforcement of Masonry by Exterior Concrete Applications]. Seysmostoykoe stroitel’stvo. Bezopasnost’ sooruzheniy [Earthquake Engineering. Constructions Safety]. 2011, no. 2, pp. 35—41. (In Russian)
  24. Pangaev V.V., Albaut G.I., Fedorov A.V., Tabanyukhova M.V. Model’nye issledovaniya napryazhenno-deformirovannogo sostoyaniya kamennoy kladki pri szhatii [Model Research of the Stress-Strain State of Masonry in Case of Compression]. Izvestiya vysshikh uchebnykh zavedeniy. Stroitel’stvo [News of Higher Educational Institutions. Construction]. 2003, no. 2, pp. 24—29. (In Russian)
  25. Kabantsev O.V. Deformatsionnye svoystva kamennoy kladki kak raznomodul’noy kusochno-odnorodnoy sredy [Deformation Properties of Masonry as the Multimodulus Piecewise Homogeneous Continua]. Seysmostoykoe stroitel’stvo. Bezopasnost’ sooruzheniy [Earthquake Engineering. Constructions Safety]. 2013, no. 4, pp. 36—40. (In Russian)
  26. Popov N.N., Rastorguev B.S. Dinamicheskiy raschet zhelezobetonnykh konstruktsiy [Dynamic Calculation of Reinforced Concrete Constructions]. Moscow, SI Publ., 1974, 207 p. (In Russian)
  27. Karpilovskiy V.S., Kriksunov E.Z., Malyarenko A.A., Mikitarenko M.A., Perel’muter A.V., Perel’muter M.A. SCAD Office. Versiya 21. Vychislitel’nyy kompleks SCAD++ [SCAD Office. Version 21. Computer Complex SCAD++]. Moscow, SKAD SOFT Publ., 2015, 808 p. (In Russian)

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