STRENGTH AND DEFORMABILITY OF COLUMN-TO-COLUMN CONNECTION IN THE UNIVERSAL PREFABRICATED ANTISEISMIC STRUCTURAL SYSTEM
Abstract
About the Authors
DMITRII G. KopanitsaRussian Federation
ARTEM I. Danil''son
Russian Federation
SERGEI L. Kaparulin
Russian Federation
ARTEM M. Ustinov
Russian Federation
EMIL'' S. Useinov
Russian Federation
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.)