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Anti-plane response induced by an irregular alluvial valley using a hybrid method with modified transfinite interpolation
Abstract This paper proposes a novel strategy for the investigation of displacement amplitude () near and along an irregular alluvial valley subjected to shear horizontal (SH) waves. The irregular alluvial valley in this study comprises a partially filled alluvial valley and a circular-arc-layered alluvial valley. Modified transfinite interpolation (MTFI) was used to obtain the coordinates of nodes and determine the sequence of node numbering in the inner finite region, including the irregular alluvial valley. The proposed hybrid method, comprising finite element method and a Lamb series, was applied in conjunction with MTFI to study the effects of irregular alluvial valley geometry, the incident angle of SH waves (), a dimensionless frequency (), and a filling ratio (FR) on . Semi-circular canyons and semi-circular alluvial valleys were also examined. We describe in detail the amplification of at the surface of the alluvial valley and discuss the reasons for the formation of the maximum amplitude () as well as its position. Interestingly, FR was shown to play an important role in determining the value of , and variations in and dominate the patterns observed in . Our numerical simulation results help to elucidate site effects in irregular alluvial valleys as well as a wide range of subjects related to geological structures.
Graphical abstract Display Omitted
Highlights A novel strategy was used to study anti-plane responses by alluvial valleys (AVs). Influences of SH wave properties and AVs’ geometry on site effects were examined. Filling ratio plays an important role in determining the value of displacement (). Variations in incident angle and frequency of SH waves dominate the patterns in . The in AVs with medium filling ratio exceeds that in a completely filled AV.
Anti-plane response induced by an irregular alluvial valley using a hybrid method with modified transfinite interpolation
Abstract This paper proposes a novel strategy for the investigation of displacement amplitude () near and along an irregular alluvial valley subjected to shear horizontal (SH) waves. The irregular alluvial valley in this study comprises a partially filled alluvial valley and a circular-arc-layered alluvial valley. Modified transfinite interpolation (MTFI) was used to obtain the coordinates of nodes and determine the sequence of node numbering in the inner finite region, including the irregular alluvial valley. The proposed hybrid method, comprising finite element method and a Lamb series, was applied in conjunction with MTFI to study the effects of irregular alluvial valley geometry, the incident angle of SH waves (), a dimensionless frequency (), and a filling ratio (FR) on . Semi-circular canyons and semi-circular alluvial valleys were also examined. We describe in detail the amplification of at the surface of the alluvial valley and discuss the reasons for the formation of the maximum amplitude () as well as its position. Interestingly, FR was shown to play an important role in determining the value of , and variations in and dominate the patterns observed in . Our numerical simulation results help to elucidate site effects in irregular alluvial valleys as well as a wide range of subjects related to geological structures.
Graphical abstract Display Omitted
Highlights A novel strategy was used to study anti-plane responses by alluvial valleys (AVs). Influences of SH wave properties and AVs’ geometry on site effects were examined. Filling ratio plays an important role in determining the value of displacement (). Variations in incident angle and frequency of SH waves dominate the patterns in . The in AVs with medium filling ratio exceeds that in a completely filled AV.
Anti-plane response induced by an irregular alluvial valley using a hybrid method with modified transfinite interpolation
Shyu, Wen-Shinn (author) / Teng, Tsung-Jen (author) / Chou, Chuen-Shii (author)
Soil Dynamics and Earthquake Engineering ; 90 ; 250-264
2016-08-28
15 pages
Article (Journal)
Electronic Resource
English
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