EventsThe 1st International Online Conference on CivilEng
Published
This submission belongs to the session S3. Structural and Earthquake Engineering of the event The 1st International Online Conference on CivilEng
Published date
09 Nov, 2026
Academic Editor
author-avatarDaniele Zulli
Citation
Xiaoyan Sun, Xiaojun Li, Mianshui Rong, Spatial Attenuation of Basin-Induced Scattering Effects in Two-Dimensional Sedimentary Basins under Incident SV Waves, in Proceedings of The 1st International Online Conference on CivilEng, 12 November–13 November 2026, MDPI: Basel, Switzerland
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Spatial Attenuation of Basin-Induced Scattering Effects in Two-Dimensional Sedimentary Basins under Incident SV Waves

1. Key Laboratory of Urban Security and Disaster Engineering of the Ministry of Education, Beijing University of Technology, Beijing, 100124, China
Abstract

        Two-dimensional sedimentary basins generate scattered waves that can produce substantial deviations from conventional one-dimensional site-response predictions. This study proposes a coupling factor, C(x,T),  defined as the relative difference between the acceleration response spectrum at surface location x in a two-dimensional basin and that of a reference one-dimensional horizontally layered site, to quantify basin-induced scattering effects. The proposed framework is used to investigate the spatial attenuation of basin-induced scattering under incident SV waves and to evaluate the influences of basin width, impedance contrast, oblique incidence, and soil nonlinearity. A bell-shaped pulse is adopted as the input excitation, and its energy-centroid frequency is used to define the representative wavelength, λc. The dimensionless basin half-width is then expressed as ηw=(w/2)/λc. Results indicate that basin-edge scattering produces strongly nonuniform surface responses. In relatively narrow basins, waves scattered from opposite edges interact and focus near the basin center. As ηw increases, the peak coupling factor at the basin center decreases exponentially and falls below 0.05 when ηw reaches approximately 4.52 under the investigated conditions, beyond which scattering effects are negligible. Concurrently, significant two-dimensional effects become progressively confined to the basin edges and transition zones. A similar attenuation trend is observed around the energy-centroid period, demonstrating that the peak coupling factor provides a representative measure of the overall basin scattering effect. Variations in impedance contrast, incident-wave angle, and soil nonlinearity influence both the magnitude of the peak coupling factor and its attenuation behavior with increasing ηw. The proposed framework provides a quantitative basis for evaluating the significance of basin-induced scattering effects and the resulting applicability of conventional one-dimensional site-response analysis.

Keywords
sedimentary basin
SV wave
coupling factor
basin-induced scattering
impedance contrast
soil nonlinearity
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