[PDF][PDF] Nonlinear structure and foundation response during seismic loading: dual lateral load resisting systems
TC Hutchinson, P Raychowdhury… - Proceedings of the 8th …, 2006 - researchgate.net
In this paper, a model retrofit shear wall is combined with a frame system, and the response
of this structure is investigated using nonlinear dynamic time history analyses. A 2D planar
model of the structure is designed, considering modern seismic design practice for ductile
reinforced concrete moment frames. The effects of foundation rocking, sliding, and settling
are considered by incorporating flexibility (elastic and inelastic) at the base of the footings.
Varying factors of safety at the base of the footings are used in the modeling, to evaluate the …
of this structure is investigated using nonlinear dynamic time history analyses. A 2D planar
model of the structure is designed, considering modern seismic design practice for ductile
reinforced concrete moment frames. The effects of foundation rocking, sliding, and settling
are considered by incorporating flexibility (elastic and inelastic) at the base of the footings.
Varying factors of safety at the base of the footings are used in the modeling, to evaluate the …
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