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Prochnost stykov i uzlov zhelezobetonnykh karkasov mnogoetazhnykh zdanii pri nagruzkakh tipa seismicheskikh
Strength of joints and connections of reinforced concrete multistory building frames under seismic type loads; results of experimental investigation of joints of columns made monolithic with welded reinforcing bars used in various types of rigid connections of frames of monolithic and precast reinforced concrete structures, and welded joints with reinforcing bars of 32 and 40 mm diam made from 35 GS steel. (45572)
Prochnost stykov i uzlov zhelezobetonnykh karkasov mnogoetazhnykh zdanii pri nagruzkakh tipa seismicheskikh
Strength of joints and connections of reinforced concrete multistory building frames under seismic type loads; results of experimental investigation of joints of columns made monolithic with welded reinforcing bars used in various types of rigid connections of frames of monolithic and precast reinforced concrete structures, and welded joints with reinforcing bars of 32 and 40 mm diam made from 35 GS steel. (45572)
Prochnost stykov i uzlov zhelezobetonnykh karkasov mnogoetazhnykh zdanii pri nagruzkakh tipa seismicheskikh
Prochnost stykov i uzlov zhelezobetonnykh karkasov mnogoetazhnykh zdanii pri nagruzkakh tipa seismicheskikh
Vasil'Ev, A.P. (Autor:in) / Bychenkov, Yu.D. (Autor:in) / Tyablikov, Yu.E. (Autor:in)
1968
6 pages
Aufsatz (Zeitschrift)
Russisch
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