Experimental and theoretical study of seismic reinforcement of the construction of masonry by externally bonded FRP systems

Authors:

Тонких Геннадий Павлович Tonkikh G.P.
Dr. of Eng., All-Russian research Institute for civil defense and emergency situations (Federal center for science and high technologies), prof.

Кабанцев Олег Васильевич Oleg V. Kabantsev

Dr. Sci. (Eng.), Professor of the Department of Housing and Communal Services of the NRU MSUCE. Moscow, Russian Federation

e-mail: KabantsevOV@mgsu.ru

Granovsky A.V.
канд. техн. наук, заведующий лабораторией обследования и усиления сейсмостойких конструкций (ЛОУСК)

Osipov P.V.
PhD, "Nanotechnological center of composites" LLC

Buzin R.A.
NRU MGSU, magistrant

Rubric: Theoretical and experimental studies
Annotation:
Investigated the influence of the external reinforcement system by composite materials based on carbon fibers on the carrying capacity of construction with walls of brick masonry under seismic loading. Defined the mechanism of working of the reinforced samples and identified basic construction requirements, which helps increase seismic stability. The method of calculation of carrying capacity of brick masonry reinforced composite materials is presented.

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