Open Access
Issue |
E3S Web Conf.
Volume 263, 2021
XXIV International Scientific Conference “Construction the Formation of Living Environment” (FORM-2021)
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Article Number | 02049 | |
Number of page(s) | 12 | |
Section | Reliability of Buildings and Constructions and Safety in Construction | |
DOI | https://doi.org/10.1051/e3sconf/202126302049 | |
Published online | 28 May 2021 |
- A.V. Gemmerling, The bearing capacity of compressed and compressed-curved elements of steel structures in Experimental studies of steel structures (collection of articles) under the editorship of V. A. Baldin, M.-L.: Gos. Ed. in the construction literature (1950), pp. 5-69 (in Russian) [Google Scholar]
- A.V. Gemmerling, The bearing capacity of I-beam beams in Experimental studies of steel structures (collection of articles) under the editorship of V. A. Baldin, M.-L.: Gos. Ed. in the construction literature (1950), pp. 70-98 (in Russian) [Google Scholar]
- N. P. Melnikov, V. M. Vakhurkin, G. M. Chuvikin Experimental and theoretical study of the general case of loss of stability of an out-of-center compressed I-beam rod (1st stage), M.: GPI Projectstalkonstruktsiya (1954), 387 p (in Russian) [Google Scholar]
- G. E. Belsky, Theoretical and experimental studies of deformability and stability of elastically pinched rods in Calculation of structures working in the elastic-plastic stage (proceedings of the Institute), ed. by A.V. Gemmerling, M.: State Publishing House of the literature on construction, Architecture and building materials (1961), p. 125-238 (in Russian) [Google Scholar]
- G. I. Bely, Spatial work and limit states of rod elements of metal structures: diss. ... doct. technical sciences: 05-23-01, L. (1987), 464 p (in Russian) [Google Scholar]
- P. D. Odessky, D.V. Konin, S.M. Konina, K.N. Shvedov, K. E. Sokolov Hot-rolled products of high strength of I-beam profile with parallel faces of shelves for building structures of mass application in Steel, No. 6, (2017), pp. 56-63 [Google Scholar]
- I. I. Vedyakov, P.D. Odessky, D. V. Konin, A.A. Egorova, Steel for rolling I-beams with parallel faces of shelves in Industrial and civil construction (PGS), No. 6, (2015), p. 30-35 [Google Scholar]
- D.V. Konin, Olurombi A.R. Stability analysis of straight-weld and spiral-weld pipes made of high-strength steels under central and off-centre compression on the example of full-scale experiments in Proceedings of higher educational institutions. Construction, №6 (714), (2018), pp. 106-116 [Google Scholar]
- M. Ros, Die Bemessung zentrisch und exzentrich gedruckten Stabe auf Knickung in Bericht über die II Internationale Tagung für Brückenbau und Hochbau. – Wien: Springer-Verlag (1928), pp. 282-303 (in German) [Google Scholar]
- A.H. Stang, H.L. Whittemore, L.R. Sweetman, Tests of Eight Large H-Shaped Columns Fabricated from Carbon-Manganese Steel in Journal of Research of National Bureau of Standards (1936), Vol. 16, pp. 595-626 [Google Scholar]
- B.G. Johnston, L.T. Cheney, Steel Columns of Rolled Wide-Flange Section Progress Report No.1 in AISC Research Report No. 190, Lehigh University (1942), 39 p. [Google Scholar]
- L. T. Cheney, Short steel columns progress report in Fritz Laboratory Reports, Paper 1222, Lehigh University (1939), 27 p [Google Scholar]
- B.G. Johnston, L.T. Cheney, Steel Columns of Rolled Wide-Flange Section Progress Report No.2 in AISC Research Report No. 191 (Nov. 1942), Lehigh University (1942) 39 p [Google Scholar]
- G. M. Chuvikin, Experimental study of the stability of out-of-center compressed steel single-wall rods with biaxial eccentricity in Calculation of spatial structures, M. (1960), Issue 5, pp. 57-78 (in Russian) [Google Scholar]
- K. Kloppel, E. Winkelmann, Experimentelle und the oretische Untersuchungen uber die Traglast von zweichzig ausermitting gedruckten Stahlsaben in Der Stahlbau, (1962) №2-3, pp. 78-87 (in German) [Google Scholar]
- C. Birnstiel, J. Michalos, Ultimate load of H-columns under biaxial bending in A.S.C.E.: Structural Division Journal, (1963), Vol. 89, ST. (N) 2, pp. 161-197 [Google Scholar]
- E.P. Popov, R.M. Stephen, Capacity of Columns with Splice Imperfections in Engineering Journal. American Institute Of Steel Construction (1977), Q1, pp. 16-23. [Google Scholar]
- G. E. Belsky, L. N. Dionisiadi, Investigation of the bearing capacity of ring-section rods in Steel structures in pipes. Experimental and theoretical research. Under the editorship of prof. S. A. Ilyasevich, M.: TSNIISK im. V. A. Kucherenko, (1973), pp. 84-92 [Google Scholar]
- A.M. Rivkin, G. E. Belsky, Study of stability of non-centrally compressed rods of tubular ring section made of steel 15GS in Steel structures in pipes. Experimental and theoretical research. Under the editorship of prof. S. A. Ilyasevich, M.: TSNIISK im. V. A. Kucherenko, (1973), pp. 92-106 [Google Scholar]
- T. Usami, Y. Fukumoto, Local and overall buckling of welded box columns in J. Struct. Div. 108 (ST3) (1982), pp. 525–542 [Google Scholar]
- T. Usami, Y. Fukumoto, T. Aoki, Tests on the interaction strength between local and overall buckling of welded box columns in 土木学会論文報告集 (Collection of reports of the Society of Civil Builders) (1981), №308, p.p. 47-58 (in Japanese) [Google Scholar]
- T. Usami, Y. Fukumoto, Welded box compression members in Journal Struct. Eng.–(1984), 110 (10), p.p. 2457-2470 [Google Scholar]
- K.J.R. Rasmussen, G.J. Hancock, Tests of high strength steel columns in J. Constr. Steel Res. 34 (1), (1995), pp. 27–52 [Google Scholar]
- G. Shi, H.Y. Ban, F.S.K. Bijlaard, Tests and numerical study of ultra-high strength steel columns with end restraints in J. Constr. Steel Res. 70, (2012), pp. 236–247 [Google Scholar]
- H.Y. Ban, G. Shi, Y.J. Shi, Y.Q. Wang Overall buckling behaviour of 460 MPa high strength steel columns: experimental investigation and design method in J. Constr. Steel Res. 74, (2012), pp. 140–150 [Google Scholar]
- H.Y. Ban, G. Shi, Y.J. Shi, M.A. Bradford, Experimental investigation of the overall buckling behaviour of 960 MPa high strength steel columns in J. Constr. Steel Res. 88, (2013), pp. 256–266 [Google Scholar]
- Y.B. Wang, G.Q. Li, S.W. Chen, F.F. Sun, Experimental and numerical study on the behavior of axially compressed high strength steel columns with H-section in Eng. Struct., 43, (2012), pp. 149–159 [Google Scholar]
- G. E. Belsky, L. A. Gildengorn To the calculation of steel columns with a complex cross-section in Construction mechanics and calculation of structures, No. 6, (1981), pp. 68-73 (in Russian) [Google Scholar]
- Y.B. Wang, G.Q. Li, S.W. Chen, F.F. Sun, Experimental and numerical study on the behaviour of axially compressed high strength steel box-columns in Eng. Struct. 58, (2014), pp. 79–91 [Google Scholar]
- Tian-Ji Li, Si-Wei Liu, Guo-Qiang Li, Siu-Lai Chan, Yan-Bo Wang Behaviour of Q690 high-strength steel columns: Part 1: Experimental investigation in Journal of Constructional Steel Research (2016), №123, pp. 18-30 [Google Scholar]
- F. Zhou, L.W. Tong, Y.Y. Chen Experimental and numerical investigations of high strength steel welded H-section columns in Int. J. Steel Struct. 13 (2), (2013), pp. 209–218 [Google Scholar]
- S.D. Nie, S.B. Kang, L. Shen, B. Yang Experimental and numerical study on global buckling of Q460GJ steel box columns under eccentric compression in Eng. Struct. 142. (2017), pp. 211–222 [Google Scholar]
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