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Seismic Behavior for Reinforced Concrete Building due to Foundation Settlement on Different Soil Types
Reinforced concrete buildings may be harmed by earthquakes, which also frequently result in fatalities. In addition to earthquakes, foundation settlement can also damage building structures, particularly those constructed in soft soil conditions. This paper investigates the effect of foundation settlement and soil type on the seismic behavior of reinforced concrete buildings. Therefore, ten models of reinforced concrete buildings were analyzed based on response spectra. Lateral displacement, inter-story drift, and internal forces of buildings are compared according to foundation settlement and soil type. This present study concluded that foundation settlement affects the seismic performance of RC buildings. The results show that the value of the inter-drift ratio surpasses the permitted limit in all models when the foundation settlement occurs, especially in the X-negative direction. Due to a foundation settlement, the shear force on column C2 and the moment on beam B1 both suffered considerable increases of more than 10%. In the static analysis, the largest internal force does not always occur in soil conditions with soft soil.
Seismic Behavior for Reinforced Concrete Building due to Foundation Settlement on Different Soil Types
Reinforced concrete buildings may be harmed by earthquakes, which also frequently result in fatalities. In addition to earthquakes, foundation settlement can also damage building structures, particularly those constructed in soft soil conditions. This paper investigates the effect of foundation settlement and soil type on the seismic behavior of reinforced concrete buildings. Therefore, ten models of reinforced concrete buildings were analyzed based on response spectra. Lateral displacement, inter-story drift, and internal forces of buildings are compared according to foundation settlement and soil type. This present study concluded that foundation settlement affects the seismic performance of RC buildings. The results show that the value of the inter-drift ratio surpasses the permitted limit in all models when the foundation settlement occurs, especially in the X-negative direction. Due to a foundation settlement, the shear force on column C2 and the moment on beam B1 both suffered considerable increases of more than 10%. In the static analysis, the largest internal force does not always occur in soil conditions with soft soil.
Seismic Behavior for Reinforced Concrete Building due to Foundation Settlement on Different Soil Types
Iran J Sci Technol Trans Civ Eng
Wibowo, Leonardus Setia Budi (Autor:in) / Pradono, Mulyo Harris (Autor:in) / Fauzi, Hendro Ahmad (Autor:in) / Sudarmadi, Sudarmadi (Autor:in) / Arman, Arman (Autor:in) / Perkasa, Mustasyar (Autor:in)
01.04.2024
10 pages
Aufsatz (Zeitschrift)
Elektronische Ressource
Englisch
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