Gasiyev A.A.
Gasiyev A.A.

Gasiyev A.A.
аспирант, Центр исследования сейсмостойкости ЦНИИСК им. В.А. Кучеренко АО «НИЦ «Строительство»


Publications

The Effectiveness of Use of the Sheets From Carbon Fibre Fabric in Brickwork of the Buildings From Different Rock Materials, Constructed in Earthquake Zones
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In the article there have been analyzed the results of experimental testing of strength of brick cellular-concrete piers (partitions), reinforced by the sheets from carbon-fibre fabric, against activity of static shearing load, simulating seismic load on masonry construction in case of earthquakes. Test technology has been provided. The experiment shows the options for reinforcing the brick piers (brick partitions) by the sheets from carbon-fibre fabric with one or two-sided position of reinforcement elements. There is a comparison with the results of tests of deviation (misalignment) of the unreinforced brick piers (brick partitions). There is a description of technology of fastening of the sheets to brickwork.

Dynamic Tests of Masonry Samples, Reinforced by Coal-Fiber Cloth
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This article provides the results of the experimental researches/tests of fragments of brick walls of buildings in real size, reinforced by coal-fiber cloth, in response to dynamic loads, simulating seismic impact of the earthquake intensity 7 to 9 points on a scale МSK-64. The test procedure is described. The test instrumentation is described. The main conclusions based on the results of the tests are provided.

Earthquake Resistance of Buildings’ Brick Walls Strengthened with Steel Retained Forms
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The paper shows the test results of strengthening brick walls of buildings and structures with reinforced concrete applications (jackets), made with the use of steel retained forms (SRF) based on expanded steel corrugated mesh.  The efficiency of using steel retained forms for strengthening masonry buildings’ walls, both in unilateral and bilateral variants, has been experimentally proved.

Using External Carbon Fiber Reinforcement for Earthquake Resistance Strengthening of Brick Walls
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Basing on the results of the experimental studies in the brick masonry strength reinforced by the external carbon-fiber fabric M-Brace (BASF) in misalignment a conclusion was made on the possibility of using this technology to increase the wall strength of buildings to be constructed in seismic areas of the Russian Federation.