Influence of High Axial Compression Ratios in RC Columns on the Seismic Response of MRF Buildings

Poorly designed reinforced concrete (RC) columns of actual moment-resisting frame (MRF) buildings can undergo Axial Compression Ratios (ACR) so high as their demand exceeds their capacity, even for serviceability gravity load combinations; this lack commonly leads to insufficient seismic strength. N...

Full description

Autores:

Villar-Salinas, Sergio
Pacheco Orozco, Sebastián
Carrillo, Julián
López-Almansa, Francisco

Tipo de recurso:

Fecha de publicación:

2024

Institución:

Universidad Tecnológica de Bolívar

Repositorio:

Repositorio Institucional UTB

Idioma:

eng

OAI Identifier:

oai:repositorio.utb.edu.co:20.500.12585/12656

Acceso en línea:

https://hdl.handle.net/20.500.12585/12656

Palabra clave:

Axial Compression Ratio
Seismic Performance
Modal Pushover Analysis
Steel Jacketing
Retrofitted RC Buildings

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