Role of Load Application Scheme for Ensuring the Bearing Capacity of Building Structures

Number of journal: 4-2018
Autors:

Arleninov P.D.
Krylov S.B.

DOI: https://doi.org/10.31659/0044-4472-2018-4-30-33
УДК: 624

AbstractAbout AuthorsReferences
Considered examples from the archive of works of NIIZHB named after A.A. Gvozdev, in which an additional load, not provided previously and which requires strengthening of building structures, is applied to the already existing building. This can relate both to the new construction and to objects under reconstruction. In case of new construction, at the design stage, it is easy to increase cross-sections of main bearing elements or their reinforcement, for erected buildings – the situation is more complicated. It is shown that it is necessary to check the possibility of alternative variants of load application, since it often helps to avoid costly strengthening works.
P.D. ARLENINOV, Candidate of Sciences (Engineering) (This email address is being protected from spambots. You need JavaScript enabled to view it.)
S.B. KRYLOV, Doctor of Sciences

JSC Research Center of Construction, Research Institute of Concrete and Reinforced Concrete named after A.A. Gvozdev (NIIZHB) (6, bldg. 1 2nd Institutskaya Street, 109428, Moscow, Russian Federation)

1. Arleninov P.D., Krylov S.B. Constructive decisions on decrease in efforts in elements of a reinforced concrete framework of the building of hydroelectric power station. Zhilishchnoe Stroitel’stvo [Housing Construction]. 2017. No. 1–2, pp. 7–10. (In Russian).
2. Arleninov P.D. Krylov S.B. Creation of a design model of a car ramp on the basis of inspection and natural testing. Zhilishchnoe Stroitel’stvo [Housing Construction]. No. 7. 2016, pp. 43–47. (In Russian).
3. Travush V.I., Konin D.V., Rozhkova L.S., Krylov A.S., Kaprielov S.S., Chilin I.A., Martirosyan A.S., Fimkin A.I. Experimental study of composite structures, working for eccentric compression. ACADEMIA. Arkhitektura i stroitel’stvo. 2016. No. 3, pp. 127–135.
4. Bondarenko V.M., Rimshin V.I. Primery rascheta zhelezobetonnykh i kamennykh konstruktsii. [Examples of calculation of reinforced concrete and stone designs]. Moscow: Student, 2014. 539 p.
5. Galustov K.Z.. Nelinejnaja teorija polzuchesti betona i raschet zhelezobetonnyh konstrukcij. [Nonlinear theory of creep of concrete and calculation of reinforced concrete designs]. Moscow: Izdatelstvo fiz.-mat. litеratury. 2006, pp. 94–110.
6. Shulyat’ev O.A., Mozgacheva O.A., Pospekhov V.S. Osvoe-nie podzemnogo prostranstva gorodov [Development of underground space of the cities]. Moscow: ASV. 2017 510 p.
7. Larionov E.A., Rimshin V.I., Vasil’kova N.T. Power method of assessment of stability of the compressed reinforced concrete elements. Stroitel’naja mehanika inzhenernyh konstrukcij i sooruzhenij. 2012. No. 2, pp. 77–81.
8. Rimshin V.I., Bondarenko V.M., Bakirov R.O., Nazarenko V.G. Zhelezobetonnye i kamennye konstrukcii [Reinforced concrete and stone designs]. Moscow: Student. 2010, 887 p.
9. Tamrazyan A.G., Orlova M.A. Pilot studies of the intense deformed condition of the reinforced concrete bent elements with cracks. Sovremennye problemy rascheta zhelezobetonnykh konstruktsii zdanii i sooruzhenii na avariinye vozdeistviya. Pod redaktsiei A.G. Tamrazyana, D.G. Kopanitsy. Moscow. 2016, pp. 507–514.
10. Alexander M.G. Aggregates and the Deformation Properties of Concrete. ACI Materials Journal. 1996. Vol. 93 (No. 6), pp. 569–577.
11. Nishiyama M. Mechanical properties of concrete and reinforcement. State-of-theart Report on HSC and HSS in Japan. Journal of Advanced Concrete Technology. Vol. 7 (No. 2), 2009, June, 152–182.

For citation: Arleninov P.D., Krylov S.B. Role of load application scheme for ensuring the bearing capacity of building structures. Zhilishchnoe Stroitel’stvo [Housing Construction]. 2018. No. 4, pp. 30–33. (In Russian). DOI: https://doi.org/10.31659/0044-4472-2018-4-30-33


Print   Email