Descripción
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This research investigates the ultimate earthquake resistance of typical RC moment resisting frames designed accordingly to current standards, in terms of ultimate energy absorption/dissipation capacity. Shake table test of a 2/5 scale model, under several intensities of ground motion, are carried out. The loading effect of the earthquake is expressed as the total energy that the quake inputs to the structure, and the seismic resistance is interpreted as the amount of energy that the structure dissipates in terms of cumulative inelastic strain energy. | |
Internacional
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Si |
Nombre congreso
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15 World Conference on Earthquake Enginering |
Tipo de participación
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960 |
Lugar del congreso
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Lisboa |
Revisores
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Si |
ISBN o ISSN
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0000000000 |
DOI
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0000000000 |
Fecha inicio congreso
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24/09/2012 |
Fecha fin congreso
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28/09/2012 |
Desde la página
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1 |
Hasta la página
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10 |
Título de las actas
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Proceedings of the 15 World Conference on Earthquake Enginering |