Please use this identifier to cite or link to this item:
https://hdl.handle.net/20.500.13091/4041
Title: | Impact of Duration and Intensity of Seismic Records on the Soil-Steel Bridge Behavior | Authors: | Maleska, T. Al, Zubairi, N. Janda, A. Beben, D. Embaby, K. |
Keywords: | Corrugated steel plate Culverts Duration of seismic record FEM Intensity of seismic record Seismic excitation Soil-steel bridge Acceleration Numerical methods Seismic design Seismology Soils Steel bridges Corrugated steel Corrugated steel plate Duration of seismic record Intensity of seismic record Maximum acceleration Seismic excitations Seismic records Soil-steel bridges Steel plates Finite element method |
Publisher: | Springer Science and Business Media Deutschland GmbH | Abstract: | The design bridge standards only determine the maximum acceleration of the seismic excitation during the analysis of their influence on the soil-steel structure. It is well known that in seismic analysis the duration and intensity are very important, not just the ground acceleration caused by the seismic excitation. In addition, these aspects have a significant impact on the load capacity of the structure, so their response under seismic excitations. Therefore, this problem was analyzed using a numerical program based on the finite element method. The real soil-steel bridge located in Trzebaw (Poland) was analyzed. The bridge span is over 17 m. In this study, three seismic records (Taft, El Centro and San Fernando) were investigated. Moreover, during the numerical analysis, the aspect of intensity and duration of seismic records was taken into account. Displacements, velocities, and accelerations in the soil-steel bridge are analyzed in detail in the non-linear response range. Research with the use of the computational numerical model can find application in engineering practice, especially in the design of this type of bridges located in seismic areas. © 2023, The Author(s), under exclusive license to Springer Nature Switzerland AG. | Description: | 5th International Scientific Conference on Environmental Challenges in Civil Engineering, ECCE 2022 -- 26 September 2022 through 28 September 2022 -- 291499 | URI: | https://doi.org/10.1007/978-3-031-26879-3_10 https://hdl.handle.net/20.500.13091/4041 |
ISBN: | 9.78303E+12 | ISSN: | 2366-2557 |
Appears in Collections: | Scopus İndeksli Yayınlar Koleksiyonu / Scopus Indexed Publications Collections |
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