Seismic resistance of frame-cladding buildings with a cold-formed galvanized steel profile framing
https://doi.org/10.37538/2224-9494-2021-4(31)-98-109
Abstract
Building structural systems with light gauge steel framing technology are steadily gaining popularity due to their huge advantages over traditional technical solutions. As a result of the competitiveness inherent in LGSF technology, its application is gradually increasing in the manufacture of both bearing and nonbearing structures. At the same time, the actual absence of national standards for seismic design requires the development of programs and the implementation of research and development work to study the behavior of LGSF buildings in the conditions of seismic impact. The article touches upon the main problems of antiseismic construction of LGSF buildings and presents the results of domestic and foreign research.
About the Authors
A. A. BubisRussian Federation
Aleksandr A. Bubis, Deputy Head, Center for Research of Seismic Resistance of Structures
2nd Institutskaya str., 6, bld. 1, Moscow, 109428
I. R. Gizyatullin
Russian Federation
Il’nur R. Gizyatullin, Section Leader, Section for Structure Calculation (LSIMS)
2nd Institutskaya str., 6, bld. 1, Moscow, 109428
tel.: +7 (499) 170-10-87
A. I. Dottuev
Russian Federation
Artur I. Dottuev, Head of Laboratory, Laboratory for Survey and Strengthening of Earthquake-Resistant Structures
2nd Institutskaya str., 6, bld. 1, Moscow, 109428
T. V. Nazmeeva
Russian Federation
Tat’yana V. Nazmeeva, Project Manager, Engineering Center, Association
Ostozhenka str., 19, bld. 1, Moscow, 119034
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Review
For citations:
Bubis A.A., Gizyatullin I.R., Dottuev A.I., Nazmeeva T.V. Seismic resistance of frame-cladding buildings with a cold-formed galvanized steel profile framing. Bulletin of Science and Research Center of Construction. 2021;31(4):98-109. (In Russ.) https://doi.org/10.37538/2224-9494-2021-4(31)-98-109