[1]
Vlasov V.Z. Tonkostennye uprugiye sterzhny (prochnost, ustoichivost, kolebaniya) [Thin-walled elastic beams (strength, stability, rippling)], Мoscow.: 1940. (rus).
Google Scholar
[2]
Gordeeva A.O., Vatin N.I. . Magazine of Civil Engineering. 2011. No. 3(21). pp.36-46. (rus).
Google Scholar
[3]
Kolosova G.S. Resheniye odnomernykh zadach stroitelnoy mekhaniki chislennymyi metodamyi [The solving of one-dimensional schemes of structural mechanics with numerical method]— Saint-Petersburg., 1993 . — 84p, (rus).
Google Scholar
[4]
Kuzmin N.A., Lukash P.A., Mileikovsky I.E. Raschet konstruktsyi iz tonkostennykh sterzhey i obolochek [The design of thin-walled bar and membranous constructions]. Gosstroyizdat, 1960. (rus).
Google Scholar
[5]
Lalin V.V. Chislennye metody v stroitelstve. Resheniye odnomernykh zadach metodom konechnykh elementov [Numerical methods in civil engineering. The solving of one-dimensional schemes with finite element method]: SPb: 2001 . — 72 p. (rus).
Google Scholar
[6]
Rybakov V.A. Osnovy stroitelnoy mekhaniki legkikh stalnykh tonkostennykh konstruktsiy [The fundamentals of light steel thin-walled structural mechanics]: Saint-Petersburg, 2010. – 207 p. (rus).
Google Scholar
[7]
Slivker V. I. Stroitelnaya mekhanika [Structural mechanics]. Moscow : Izd-vo ASV, 2005. 736 p. (rus).
Google Scholar
[8]
Smaznov D. N. Magazine of Civil Engineering. 2009. No. 3(5). pp.42-49. (rus).
Google Scholar
[9]
Tusnin A. R. Chislennyy raschet konstruktsiy iz tonkostennykh sterzhney otkrytogo profilya [Numerical calculation of structures made of open-section thin-walled bars]. Moscow : ASV, 2009. 143 p. (rus).
Google Scholar
[10]
Yurchenko V. V. Magazine of Civil Engineering. 2010. No. 8(18). pp.38-46. (rus).
Google Scholar
[11]
Cheng Y., Schafer B.W. Simulation of cold-formed steel beams in local and distortional buckling with applications to the direct strength method / Journal of Constructional Steel Research. Volume 63, Issue 5. 2007. P. 581-590.
DOI: 10.1016/j.jcsr.2006.07.008
Google Scholar
[12]
On the buckling of plates - Some recent developments in light weight structures G. Sedlacek, J. Bild, D. Ungermann, 4th international conference on aluminium weldments, Tokyo, April (1988).
Google Scholar
[13]
Dyakov S. F. Primeneniye polusdvigovoy teorii V.I. Slivkera k resheniyu zadach statiki i dinamiki tonkostennykh sterzhney: dis. na soisk. uchen. step. kand. tekhn. nauk. SPbGPU, SPb, 2013. (rus).
Google Scholar
[14]
Dyakov S. F. Sravnitelnyy analiz zadachi krucheniya tonkostennogo sterzhnya po modelyam Vlasova i Slivkera/ S. F. Dyakov / Stroitelnaya mekhanika inzhenernykh konstruktsiy i sooruzheniy. 2013. No. 1. - pp.24-32 (rus).
Google Scholar
[15]
Dyakov S. F. Postroyeniye i analiz konechnykh elementov tonkostennogo sterzhnya otkrytogo profilya s uchetom deformatsiy sdviga pri kruchenii / S. F. Dyakov, V. V. Lalin / Vestnik Permskogo gosudarstvennogo tekhnicheskogo universiteta. 2011. No. 2. - pp.130-140.
Google Scholar
[16]
Dyakov S. F. Postroyeniye matritsy zhestkosti tonkostennogo sterzhnya otkrytogo profilya s uchetom deformatsiy sdviga pri kruchenii/ S. F. Dyakov, V. V. Lalin /XXIV Mezhdunarodnaya konferentsiya matematicheskoye modelirovaniye v mekhanike deformiruyemykh tel i konstruktsiy. Metody granichnykh i konechnykh elementov. Tezisy, SPbGASU, SPb, 2011. T1. - pp.42-43.
Google Scholar
[17]
Nazmeyeva T. V. Obespecheniye prostranstvennoy zhestkosti pokrytiya v zdaniyakh iz LSTK / Inzhenerno-stroitelnyy zhurnal. 2009. No. 6. pp.12-15. (rus).
Google Scholar
[18]
Kaklauskas, A. Advanced information and communication technologies in construction/ ISARC 2008 - Proceedings from the 25th International Symposium on Automation and Robotics in Construction.
DOI: 10.3846/isarc.20080626.39
Google Scholar
[19]
Kaklauskas, A., Kazimieras Zavadskas E., Trinkunas V. A multiple criteria decision support on-line system for construction / Engineering Applications of Artificial Intelligence 20(2). (2007).
DOI: 10.1016/j.engappai.2006.06.009
Google Scholar
