Non-linear soil-structure interaction analysis of railway bridge subjected to earthquake ground motions considering different types of soil

Faizan, Abdul Ahad; Kırtel, Osman

doi:10.1007/s12517-021-06834-9

Cited by 10 publications

(1 citation statement)

References 18 publications

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“…As a result of a set of FEM analyses of a historical masonry church performed using the PLAXIS 3D software program, the humidity problems are attributed to subsurface water rise, and the damages on brick walls are explained with the consolidation settlement of the soil occurred after earthquakes [6]. Bovolenta and Bianchi [30] developed a 3D model of a village subjected to slope movements and a historical church. The soil movement that caused damages to a historical church is validated by FEM analysis.…”

Section: Case Study (Sungur Bey Mosque)mentioning

confidence: 99%

Seismic Soil-Structure Interaction of a Masonry Structure: Sungurbey Mosque

Yıldız

Dogan

YAMAK

2021

International Journal of Innovative Engineering Applications

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Original scientific paperIn existing buildings, it may be necessary to repair, adapt, renew, relocate or demolish buildings and building parts that have come to the end of their usage period due to spatial, functional, technical and economic obsolescence. After the necessary applications to extend the service life of buildings, it is of great importance to analyze the dynamic behavior of buildings under soil-structure interaction and earthquake loads and to obtain accurate results. In this study, the seismic soil-structure interaction of the historical Sungur Bey Mosque, which was first built in 1577 but was disassembled, moved and rebuilt in another area (relocated) in order to preserve its historical and cultural values and extend its service life, was examined. The analysis of the masonry structure that survived after the Sivrice (2020) earthquake, where the great loss of life and property occurred, was carried out with the PLAXIS 3D software program. The real record of the Sivrice NS (2020) earthquake was used in dynamic analysis. Local soil properties obtained as a result of field investigation studies were utilized in numerical modeling. Depending on the result of the analyzes, the effects of soil-structure interaction on a reconstructed historical masonry structure were examined. The results obtained from the analysis showed that the local soil conditions have an amplification effect on seismic waves that may induce structural damages in prospective seismic events.

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Section: Case Study (Sungur Bey Mosque)mentioning

confidence: 99%