Abstract
In this study, several peak and energy vector-valued ground motion intensity measures (IMs) are proposed to predict maximum inter-story drift and hysteretic energy demands of 3D reinforced concrete (R/C) buildings subjected to narrow-band motions. The selected vector-valued IMs are based on the spectral acceleration, pseudo-velocity, velocity and input energy at first mode of the structure as first component. As the second component, ground motion parameters based on peak, integral and spectral shape proxies such as the well-known Np are used. The objective of the present study is to provide vector-valued IMs whit the ability to predict the maximum inter-story drift and hysteretic energy demands on 3D framed structures. It is observed that vector-valued IMs based on Np provide a high relation whit maximum inter-story drift and hysteretic energy demands of reinforced concrete framed buildings.
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Acknowledgements
The authors express their gratitude to the Consejo Nacional de Ciencia y Tecnología (CONACYT) in Mexico for funding the research reported in this paper under grant Ciencia Básica 287103 and for the scholarship given to the Ph.D. student. The financial support given by the Universidad Autónoma de Sinaloa under grant PROFAPI is appreciated.
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Torres, J.I., Bojórquez, E., Reyes, A., Bojórquez, J. (2021). Vector-Valued Intensity Measures to Predict Peak and Hysteretic Energy Demands of 3D R/C Buildings. In: Benavent-Climent, A., Mollaioli, F. (eds) Energy-Based Seismic Engineering. IWEBSE 2021. Lecture Notes in Civil Engineering, vol 155. Springer, Cham. https://doi.org/10.1007/978-3-030-73932-4_18
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