Experimental Analysis of the Lateral Resistance of a Shear Critical Reinforced Concrete Frame
Fecha
2012-09-24
Título de la revista
ISSN de la revista
Título del volumen
Editor
Sociedade Portuguesa de Engenharia Sismica (SPES)
Resumen
Flexural behaviour of reinforced concrete (RC) frames is a well-studied topic that has been evaluated both analytical and experimentally. Contrarily, shear failure of RC frames have been studied in a lesser amount
Descripción
Palabras clave
concrete, shear, seismic loading, design code