Оценка сходимости результатов экспериментальных исследований огнестойкости сжатых железобетонных элементов с повышенным процентом армирования с численными расчетами

Author:

Корольченко Дмитрий Александрович1ORCID,Артемьев Евгений Александрович1ORCID

Affiliation:

1. Национальный исследовательский Московский государственный строительный университет, г. Москва

Publisher

Moscow State University of Civil Engineering

Reference31 articles.

1. Pchelintsev A.V. The influence of joint work of structures on the fire resistance of buildings and structures. Ensuring the Fire Resistance of Buildings and Structures When Using New Building Materials and Structures : Materials of the Seminar. Moscow, MDNTP Publ., 1988; 5-20. (rus).

2. Pchelintsev A.V. Investigation of the residual load-bearing capacity of bent prestressed reinforced concrete structures after high-temperature exposure (fire) : dissertation of the Candidate of Technical Sciences. Moscow, 1988; 203. (rus).

3. Panyukov E.F. Assessment of the state of reinforced concrete structures after a fire : dissertation of the Doctor of Technical Sciences. Moscow, 1991; 389. (rus).

4. Romanenkov I.G. Methods of fire tests of building materials and structures. Moscow, TsNTI on civil engineering and architecture, 1984; 56. (rus).

5. Segalov A.E. Taking into account the influence of heating modes on the critical temperatures of reinforcing and building steels. Heat–Resistant and Conventional Concretes under the Action of Elevated and High Temperatures. Moscow, NIIZHB Publ., 1988; 60-67. (rus).

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