STRENGTH AND DEFORMABILITY OF COLUMN-TO-COLUMN CONNECTION IN THE UNIVERSAL PREFABRICATED ANTISEISMIC STRUCTURAL SYSTEM
Abstract
The paper presents the results of transverse tests of the column-to-column connection under the dynamic load. Transverse tests were carried out on the impact-testing machine. The altitude rates and vibratory displacements are determined for the mid-point of construction. VIC-3D digital optical system is used to detect surface deformations within the whole range of the concrete strength. This allowed detecting the crack propagation within the area of the column-to-column connection and its failure.
About the Authors
DMITRII G. Kopanitsa
Tomsk State University of Architecture and Building
Россия
Россия
ARTEM I. Danil''son
Tomsk State University of Architecture and Building
Россия
Россия
SERGEI L. Kaparulin
Tomsk State University of Architecture and Building
Россия
Россия
ARTEM M. Ustinov
Tomsk State University of Architecture and Building
Россия
Россия
EMIL'' S. Useinov
Tomsk State University of Architecture and Building
Россия
Россия
References
1. Ajzenberg Ja.M., Kodysh Je.N., Nikitin I.K., Smirnov V.I., Trekin N.N. Seismostoikie mnogoetazhnye zdaniya s zhelezobetonnym karkasom [Antiseismic multistorey buildings with reinforced concrete frame]. Moscow : ASV Publ., 2012. 264 p. (rus)
2. Belov N.N., Kopanitsa D.G., Yugov N.T. Eksperimental'nye issledovaniya zhelezobetonnykh kolonn na neodnokratnyi prodol'nyi udar [Experimental study of concrete columns under longitudinal impact load]. Vestnik TSUAB. 2007. No. 1. Pp. 118–126. (rus)
3. Kopanitsa D.G., Plyaskin A.S. Eksperimental'nye issledovaniya modelej zhelezobetonnyh kolonn pri udarnom vozdejstvii [Experimental study of concrete columns under impact load]. Vestnik TSUAB. 2011. No. 4. Pp. 91–96. (rus)
4. Nikolaenko N.A., Nazarov Yu.P. Dinamika i sejsmostojkost' sooruzhenij [Dynamics and antiseismic construction]. Moscow : Stroyizdat, 1988. 312 p. (rus)
Review
For citations:
Kopanitsa D.G., Danil''son A.I., Kaparulin S.L., Ustinov A.M., Useinov E.S. STRENGTH AND DEFORMABILITY OF COLUMN-TO-COLUMN CONNECTION IN THE UNIVERSAL PREFABRICATED ANTISEISMIC STRUCTURAL SYSTEM. Vestnik Tomskogo gosudarstvennogo arkhitekturno-stroitel'nogo universiteta. JOURNAL of Construction and Architecture. 2015;(5):51-56. (In Russ.)
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