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Parametric study of seismic pounding between RC buildings with aligned slabs

Author
Lopez Almansa, F.; Kharazian, A.
Type of activity
Journal article
Journal
Soil dynamics and earthquake engineering
Date of publication
2019-10
Volume
125
First page
105718:1
Last page
105718:4
DOI
10.1016/j.soildyn.2019.105718
Repository
http://hdl.handle.net/2117/168321 Open in new window
URL
https://www.sciencedirect.com/science/article/pii/S0267726119306359 Open in new window
Abstract
This paper presents a parametrical study on seismic pounding between pairs of RC frames with 3 and 5 stories and aligned slabs. The performance indices are the maximum inter-story drift, absolute acceleration, and story shear force, and the cumulated hysteretic energy. The distinctive features are the selection of parameters and of performance indices, the soil-structure interaction, a modified Kelvin-Voigt pounding model, and, the careful selection of the discretization period. The findings of ...
Citation
Lopez Almansa, F.; Kharazian, A. Parametric study of seismic pounding between RC buildings with aligned slabs. "Soil dynamics and earthquake engineering", 1 Octubre 2019, vol. 125, núm. October, p. 1-4.
Keywords
Buildings, Kelvin-Voigt model, Numerical simulation, Parametric study, Seismic pounding
Group of research
(MC)2 - UPC Computational continuum mechanics
GMNE - Numerical Methods in Engineering Group

Participants