Assessment of earthquake resistance of reinforced concrete buildings at the design stage
Assessment of earthquake resistance of reinforced concrete buildings at the design stage

Assessment of earthquake resistance of reinforced concrete buildings at the design stage

DOI: 10.37153/2618-9283-2022-5-31-46

Authors:  

Тихонов Игорь Николаевич Tihonov Igor N.
Dr. Sci. (Engineering), Head of the Center №21 of NIIZhB named after A.A. Gvozdev of JSC RCC. Moscow, Russian Federation

Крылов Сергей Борисович Krylov Sergey B.
Dr. Sci. (Engineering), Head of the Laboratory of Reinforced Concrete Mechanics №8 of NIIZhB named after A.A. Gvozdev of JSC RCC. Moscow, Russian Federation

Звездов Андрей Иванович Zvezdov Andrei I.
Dr. Sci (Engineering), Professor, Deputy Director General for Scientific Work of JSC RCC. Moscow, Russian Federation

Смирнова Любовь Николаевна Smirnova Lyubov N.,
Cand. Sci. (Engineering), Scientific secretary of JSC RCC. Moscow, Russian Federation

Тихонов Георгий Игоревич Tikhonov Georgy I.
Design Engineer of the Center №21 of NIIZhB n.a. A.A. Gvozdev of JSC RCC. Moscow, Russian Federation

Goncharov Yevgenii Ye.
Research Associate of the Laboratory of Reinforced Concrete Mechanics №8 of NIIZhB named after A.A. Gvozdev of JSC RCC. Moscow, Russian Federation


Rubric:     Theoretical and experimental studies   
Key words: seismic resistance, seismic isolation, compensating measures, dissipation, accelerogram, plastic deformation
Annotation:

During individual construction in seismic areas, the designer often has to solve problems that violate certain requirements of regulatory documentation on the configuration and number of storeys of the building, architectural and planning solutions of its internal and underground space. In this case, it is necessary to develop special technical conditions (STC) with compensating measures for these deviations, ensuring high seismic resistance of construction objects. The article considers the possibility of using the technology of plastic deformation of the bearing structural elements of the building to ensure the seismic resistance of the object, and also offers a method for assessing the degree of plastic work of the structure.

Used Books:

1.       Rastorguev B.S., Mutoka K.N. Deformation of ceiling structures of frame buildings after sudden destruction of the column. Earthquake engineering. Constructions safety. 2006, no. 1, pp. 12–15. (In Russian)

2.       Tikhonov I.N., Meshkov V.Z., Rastorguev B.S. Design of reinforced concrete reinforcement. M. 2015. 275 p. (In Russian)

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