Open Access
Issue |
E3S Web Conf.
Volume 274, 2021
2nd International Scientific Conference on Socio-Technical Construction and Civil Engineering (STCCE – 2021)
|
|
---|---|---|
Article Number | 03029 | |
Number of page(s) | 9 | |
Section | Building Constructions, Buildings and Structures | |
DOI | https://doi.org/10.1051/e3sconf/202127403029 | |
Published online | 18 June 2021 |
- A.A. Gvozdev. Calculation of the bearing capacity of structures using the method of limiting balance. M.: Stroyizdat, 280 (1949). [Google Scholar]
- A.P. Sinitsyn. Calculation of beams and slabs on an elastic foundation beyond the elastic limit. M.: Stroyizdat, 176 (1974). [Google Scholar]
- V.G. Nizameev, E.R. Teregulova. Method for assessing the bearing capacity of reinforced concrete slabs lying on the foundation being strained, Izvestija KGASU 2 (12), 135–141 (2009). [Google Scholar]
- I.G. Teregulov, R.A. Kayumov, V.G. Nizameev, E.R. Teregulova. Limiting state of slabs lying on the foundation being strained, News of TulSU, Natural Sciences 2, 108–111 (2008). [Google Scholar]
- V.G. Nizameev, F.F. Basharov. Investigation of the bearing capacity of a profiled flooring supported by a truss system, Science and business: ways of development 6 (84), 76–82 (2018). [Google Scholar]
- V.G. Nizameev, F.F. Basharov, L.V. Nizameeva. Load carrying ability and optimal characteristics of the roof slab made of profiled sheeting, IOP Conf. Series: Materials Science and Engineering 890, (2020). [Google Scholar]
- V.G. Nizameev, F.F. Basharov. Research on the bearing capacity of the corrugated steel decking under eccentric compression with supercritical operation, Izvestija KGASU 1, 95–101 (2016). [Google Scholar]
- F.F. Basharov. The test truss plates with a span of 12 m of steel profiled decking brand H114-600 with the smallest wall thickness of 0,8 mm, Izvestija KGASU 4, 87–96 (2012). [Google Scholar]
- V.G. Nizameev, F.F. Basharov. The method of optimization of design parameters of truss plates for profiled flooring, Science prospects 7 (106), 81–87 (2018). [Google Scholar]
- A.R. Rzhanitsyn. Limiting balance of plates and shells. M.: Science, 288 (1983). [Google Scholar]
- M.A. Vikulov, S.V. Efryushin. The method of constructing the region of the limiting bearing capacity of ideally plastic composite sections in a complex stress state, Scientific Bulletin of the Voronezh State University of Architecture and Civil Engineering. Construction and architecture 3 (31), 76–83 (2013). [Google Scholar]
- V.I. Korobko, M.Y. Prokurov, S.A. Morozov. Calculation of rectangular hinge-supported plates, loaded with the arbitrarily applied concentrated force, by the method of limiting balance, Structural mechanics and design of structures 2, 2–8 (2011). [Google Scholar]
- S.A. Morozov. Calculation of polygonal plates of constant thickness, loaded with a uniformly distributed load, by the method of limiting balance, Construction and reconstruction 1, 26–34 (2011). [Google Scholar]
- Teodoru Iancu-Bogdan. Beams on Elastic Foundation. The Simplified Continuum Approach January, Bulletin of the Polytechnic Institute of Jassy, (LIX) 4, (2009). [Google Scholar]
- I.B. Teodoru. Beams on elastic foundation - the simplified continuum approach, Buletinul Institutului Politehnic din Iasi, Tomul LV (LIX), Fasc. 4, (2009). [Google Scholar]
- I.B. Teodoru: EBBEF2p - A Computer Code for Analysing Beams on Elastic Foundations, Intersections 6, (2009). [Google Scholar]
- D. Dinev. Analytical Solution of Beam on Elastic Foundation by Singularity Functions, Engineering Mechanics 19 6, 381–392 (2012). [Google Scholar]
- A. Beskopylny, E. Kadomtseva, G. Strelnikov. Static analysis of a reinforced bimodulus beam on elastic foundation, Theoretical Foundation of Civil Engineering, MATEC Web of Conferences 196, 02003 (2018). DOI: 10.1051/matecconf/201819602003. [CrossRef] [EDP Sciences] [Google Scholar]
- R.A. Kayumov, B.F. Tazyukov, F.R. Shakirzyanov, I.Z. Mukhamedova. Large Deflections of Beams, Arches and Panels in an Elastic Medium with Regard to Deformation Shifts, Lobachevskii Journal of Mathematics 40 3, 321–327 (2019). [CrossRef] [Google Scholar]
- R. Khusnutdinov, Y. Konoplev, R. Kayumov. Features of stability loss of structures on an elastic foundation, IOP Conference Series: Materials Science and Engineering 890(1), 012060 (2020). DOI: 10.1088/1757-899X/890/1/012060. [CrossRef] [Google Scholar]
Current usage metrics show cumulative count of Article Views (full-text article views including HTML views, PDF and ePub downloads, according to the available data) and Abstracts Views on Vision4Press platform.
Data correspond to usage on the plateform after 2015. The current usage metrics is available 48-96 hours after online publication and is updated daily on week days.
Initial download of the metrics may take a while.