Influence of canyon topography amplification effect and shielding effect on bridge seismic response
Author:
Publisher
Springer Science and Business Media LLC
Subject
Mechanical Engineering
Link
https://link.springer.com/content/pdf/10.1007/s00419-023-02441-0.pdf
Reference23 articles.
1. Wang, D., Shi, P., Zhao, C.: Two-dimensional in-plane seismic response of long-span bridges under oblique P-wave incidence. Bull. Earthq. Eng. 17, 5073–5099 (2019). https://doi.org/10.1007/s10518-019-00664-7
2. Zhang, J., Wei, K., Gao, L., et al.: Effect of V-shape canyon topography on seismic response of deep-water rigid-frame bridge based on simulated ground motions. Structures 33, 1077–1095 (2021). https://doi.org/10.1016/j.istruc.2021.05.002
3. Zhou, G.L., Li, X.J., Meng, Q.L.: Numerical simulations of Canyon topography effects on long-span bridge with high piers under incident SH seismic waves. AMR 378–379, 789–794 (2011). https://doi.org/10.4028/www.scientific.net/AMR.378-379.789
4. Shi, Y., Fan, S., Liu, C.: Theoretical modeling of spatially varying ground motions under ice-seawater interface and earthquake analysis of cable-stay bridges. Soil Dyn. Earthq. Eng. 120, 170–180 (2019). https://doi.org/10.1016/j.soildyn.2019.01.032
5. Ba, Z., Wang, Y., Liang, J., et al.: 3D dynamic responses of a 2D hill in a layered half-space subjected to obliquely incident plane P-, SV- and SH-waves. Eng. Anal. Bound. Elem. 105, 129–145 (2019). https://doi.org/10.1016/j.enganabound.2019.04.004
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