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Investigation of joint strength in large-panel buildings erected in seismic regions
Of joints tested one was formed by welding four vertical bars in both lower and upper panels; second joint had steel angles; third had same design as first with addition of web reinforcement in horizontal joints; under static and pulsating shear loads joints showed high bearing capacity.
Investigation of joint strength in large-panel buildings erected in seismic regions
Of joints tested one was formed by welding four vertical bars in both lower and upper panels; second joint had steel angles; third had same design as first with addition of web reinforcement in horizontal joints; under static and pulsating shear loads joints showed high bearing capacity.
Investigation of joint strength in large-panel buildings erected in seismic regions
Issledovanie prochnosti stykov krupnopanel'nykh zdanii, vozvodimykh v seismicheskikh raionakh
Polyakov, S.V. (Autor:in) / Konovodchenko, V.I. (Autor:in) / Babintseva, A.N. (Autor:in) / Rakhimov, S.A. (Autor:in)
1966
7 pages
Aufsatz (Zeitschrift)
Russisch
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