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Certain design problems of reinforced concrete frame structures for seismic regions
Cause of local damage to frame structures may be due to combination of occasional overloading of structure with respect to design values of seismic forces, and local stress concentrations; failure of concrete is possible in any zone of stress concentration; general patterns in possible behavior of frame structures during earthquakes; recommendations for distribution of rigidities in their structural components. Translation from Metody Rascheta Zdanii i Sooruzhenii na Seismostoikost, Moscow, 1958.
Certain design problems of reinforced concrete frame structures for seismic regions
Cause of local damage to frame structures may be due to combination of occasional overloading of structure with respect to design values of seismic forces, and local stress concentrations; failure of concrete is possible in any zone of stress concentration; general patterns in possible behavior of frame structures during earthquakes; recommendations for distribution of rigidities in their structural components. Translation from Metody Rascheta Zdanii i Sooruzhenii na Seismostoikost, Moscow, 1958.
Certain design problems of reinforced concrete frame structures for seismic regions
Earthquake Engineering Research Institute -- Translations Earthquake Eng
Kulakov, V.F. (author)
1960
13 pages
Article (Journal)
English
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