Behaviour of soil–steel composite bridges under strong seismic excitation with various boundary conditions
Soil–steel composite bridges typically range from 3 to 32 m, and they can be applied as an
effective alternative for reinforced concrete bridges with short spans. They are able to meet
the same design and safety requirements as traditional bridges more rapidly and at a lower
cost. The behaviour of such bridges under seismic events is not yet recognized, because
seismic excitations are completely different from the static and dynamic loads that have been
analysed so far. This paper presents the results of the numerical study of two various types …
effective alternative for reinforced concrete bridges with short spans. They are able to meet
the same design and safety requirements as traditional bridges more rapidly and at a lower
cost. The behaviour of such bridges under seismic events is not yet recognized, because
seismic excitations are completely different from the static and dynamic loads that have been
analysed so far. This paper presents the results of the numerical study of two various types …
[PDF][PDF] Behaviour of Soil–Steel Composite Bridges under Strong Seismic Excitation with Various Boundary Conditions. Materials 2023, 16, 650
T Maleska, D Beben - 2023 - researchgate.net
Soil–steel composite bridges typically range from 3 to 32 m, and they can be applied as an
effective alternative for reinforced concrete bridges with short spans. They are able to meet
the same design and safety requirements as traditional bridges more rapidly and at a lower
cost. The behaviour of such bridges under seismic events is not yet recognized, because
seismic excitations are completely different from the static and dynamic loads that have been
analysed so far. This paper presents the results of the numerical study of two various types …
effective alternative for reinforced concrete bridges with short spans. They are able to meet
the same design and safety requirements as traditional bridges more rapidly and at a lower
cost. The behaviour of such bridges under seismic events is not yet recognized, because
seismic excitations are completely different from the static and dynamic loads that have been
analysed so far. This paper presents the results of the numerical study of two various types …
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