[1]
I.V. Astahov, Prostranstvennaya ustoychivost elementov konstruktsiy iz holodnognutyih profiley, St. -Petersburg, 2006, 123p.
Google Scholar
[2]
G.I. Belyiy, Osobennosti rabotyi sterzhnevyih elementov konstruktsiy iz otsinkovannyih gnutyih profiley, Vestnik grazhdanskih inzhenerov 3(2012) pp.99-103.
Google Scholar
[3]
G.I. Belyiy, K raschetu na ustoychivost sterzhnevyih elementov stalnyih konstruktsiy, Vestnik grazhdanskih inzhenerov 2(37), (2013) pp.44-48.
Google Scholar
[4]
V.Z. Vlasov, Tonkostennyie uprugie sterzhni (prochnost, ustoychivost, kolebaniya), Moskow, Stroyizdat, 1940, 276p.
Google Scholar
[5]
G.A. Gurvits, Izgib i ustoychivost nelineyno-deformiruemyih plastinchatyih sistem, Moskow, 1985, 136p.
Google Scholar
[6]
A. Yu. Kuznetsov, Prochnost i prostranstvennaya ustoychivost sostavnyih sterzhnevyih elementov konstruktsiy iz holodnognutyih profiley, Dissertation for the degree of Doctor of Science in Technology, St. -Petersburg, 2013, 175p.
Google Scholar
[7]
N.A. Kuzmin, P.A. Lukash, I.E. Mileykovskiy, Raschet konstruktsiy iz tonkostennyih sterzhney i obolochek, Moskow, Gosstroyizdat, 1960, 264p.
Google Scholar
[8]
G.A. Nehaev, Legkie metallicheskie konstruktsii, Tula, 2012, 90p.
Google Scholar
[9]
A.V. Perelmuter, V.I. Slivker, Raschetnyie modeli sooruzheniy i vozmozhnost ih analiza, Moskow, DMK Press, 2002, 618p.
Google Scholar
[10]
A.V. Perelmuter, V.V. Yurchenko, O raschete prostranstvennyih konstruktsiy iz tonkostennyih sterzhney otkryitogo profilya, Stroitelnaya mehanika i raschet sooruzheniy 6(2012) pp.18-25.
Google Scholar
[11]
E.V. Reshetnikova, Geometricheskaya nelineynost v zadache rascheta napryazhenno-deformirovannogo sostoyaniya obolochek vrascheniya, Molodoy uchenyiy 12(2013) pp.168-172.
Google Scholar
[12]
V.A. Rybakov, Osnovyi stroitelnoy mehaniki legkih stalnyih tonkostennyih konstruktsiy: uchebnoe posobie, St. -Petersburg, 2011, 207p.
Google Scholar
[13]
V.A. Rybakov, O.S. Gamayunova, The stress-strain state of frame constructions' elements from thin-walled cores, Construction of Unique Buildings and Structures 7(12), (2013) pp.79-123.
Google Scholar
[14]
S.P. Timoshenko, Ob ustoychivosti ploskoy formyi izgiba dvutavrovoy balki, Izvestiya St. -Petersburg Politehnicheskogo instituta, t. 4-5, (1905-1906).
Google Scholar
[15]
A.R. Tusnin, Raschet i proektirovanie konstruktsiy iz tonkostennyih sterzhney otkryitogo profilya, abstract of Dissertation for the degree of Doctor of Science in Technology, Moskow, 2003, 37p.
Google Scholar
[16]
Eurocode 3: Desiqn of steel structures. EN 1993-1-3: 2004 Part 1-3: General rules. Supplementary rules for cold-formed members and sheeting. CEN. European Committee for Standardisation, (2004).
DOI: 10.3403/02338401u
Google Scholar
[17]
N.I. Vatin, T. Nazmeeva, R. Guslinscky, Problems of cold-bent notched c-shaped profile members, Advanced Materials Research Vols. 941-944 (2014), pp.1871-1875.
DOI: 10.4028/www.scientific.net/amr.941-944.1871
Google Scholar
[18]
N.I. Vatin, J. Havula, L. Martikainen, A. Sinelnikov, A. Orlova, S. Salamakhin, Thin-walled cross-sections and their joints: tests and FEM-modelling, Advanced Materials Research Vols. 945-949 (2014), pp.1211-1215.
DOI: 10.4028/www.scientific.net/amr.945-949.1211
Google Scholar
[19]
B.E. Melnikov, A.S. Semenov, S.G. Semenov, Mnogomodelnyiy analiz uprugoplasticheskogo deformirovaniya ortotropnogo metalla s izotropnyim uprochneniem. Sovremennoe sostoyanie, Trudyi TsNII im. akad. A.N. Kryilova 53(2010) pp.48-57.
Google Scholar
[20]
A.S. Semenov, B. E Melnikov., M. Yu. Gorokhov, V. Ulbricht, Prevention of cyclic instability at the modeling of elasto-plastic deformation at large strains under proportional and non-proportional loading, Proc. of 9th International Workshop on Nondestructive Testing and Computer Simulations in Science and Engineering, Poland, Nanodesign, Technology, and Computer Simulations. Proc. of SPIE. Washington, 2007, Vol. 6597. Pp. 6597101-6597118.
DOI: 10.1117/12.726764
Google Scholar
[21]
V. Lalin, V. Rybakov, A. Sergey, The Finite Elements for Design of Frame of Thin-Walled Beams, Applied Mechanics and Materials Vols. 578-579 (2014) pp.858-863 (www. scientific. net/AMM. 578-579. 858).
DOI: 10.4028/www.scientific.net/amm.578-579.858
Google Scholar
[22]
V. A. Rybakov, Metody resheniya nauchno-tekhnicheskikh zadach v stroitelstve. Chislennyye metody rascheta tonkostennykh sterzhney: uchebnoye posobiye. Spb.: Izd-vo SpbGPU, 2013. 166 s.
Google Scholar
[23]
V.V. Lalin, V.A. Rybakov, S. A Morozov Issledovanie konechnykh elementov dlia rascheta tonkostennykh sterzhnevykh sistem/ V.V. Lalin / Inzhenerno-stroitel'nyi zhurnal. 2011. №1(27). S. 53-73.
Google Scholar
[24]
V.A. Rybakov, Primeneniye polusdvigovoy teorii V.I. Slivkera dlya analiza napryazhenno-deformirovannogo sostoyaniya sistem tonkostennykh sterzhney. Diss. na soisk. uchen. step. k. t. n.: Spets. 01. 02. 04. S-Pb., 2012. 184 p.
Google Scholar
[25]
P.N. Nedviga, V.A. Rybakov, Empiricheskiye metody otsenki nesushchey sposobnosti stalnykh tonkostennykh prosechno-perforirovannykh balok i balok so sploshnoy stenkoy / Inzhenerno-stroitelnyy zhurnal. 2009. № 8(10). pp.27-30.
Google Scholar
[26]
M.V. Antonova , D.V. Glushko, S.V. Belyaeva, L. Pakrastinsh, A comparative analysis of European and Russian technical documentation of building materials, Construction of Unique Buildings and Structures, 4(19), 2014, pp.34-50.
Google Scholar
[27]
A. Kaklauskas, J. Naimaviciene, M. Krutinis, D. Venskus, E.K. Zavadskas, V. Plakys, Model for a complex analysis of intelligent built environment, Automation in construction, 3(2010), pp.326-340.
DOI: 10.1016/j.autcon.2009.12.006
Google Scholar