Experimental Analysis of the Lateral Resistance of a Shear Critical Reinforced Concrete Frame

Fecha

2012-09-24

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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

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Palabras clave

concrete, shear, seismic loading, design code

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