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半椭圆形河谷上沉积层地震响应研究
引用本文:金峰,张楚汉,王光纶. 半椭圆形河谷上沉积层地震响应研究[J]. 清华大学学报(自然科学版), 1993, 0(5)
作者姓名:金峰  张楚汉  王光纶
作者单位:水利水电工程系(金峰,张楚汉),水利水电工程系(王光纶)
摘    要:利用有限元-边界元-无限边界元耦合模型(FE-BE-IBE),分析了在ElCentro地震分别作为 P、 SV 波入射条件下,半椭圆形河谷上沉积层的地震响应。还研究了有限元和边界元网格尺寸对计算精度的影响。计算结果表明:在给定河谷形态、尺寸和材料性质条件下,沉积层表面各点的响应显著放大。

关 键 词:有限元  边界元  耦合模型  河谷  数值计算

Seismic response of alluvial soil deposit on a semi--elliptical canyon
Jin Feng,Zhang Chuhan,Wang Ouanglun. Seismic response of alluvial soil deposit on a semi--elliptical canyon[J]. Journal of Tsinghua University(Science and Technology), 1993, 0(5)
Authors:Jin Feng  Zhang Chuhan  Wang Ouanglun
Affiliation:Jin Feng,Zhang Chuhan,Wang Ouanglun Department of Hydraulic and Hydropower Engineering
Abstract:Utilizing the coupling model of finite elements, boundary elements and infinite boundary elements(FE--BE--IBE), seismic response of alluvial soil deposit on a semi-elliptical canyon under the incidence of EI-Centro earthquake as P and SV wayes was analyzed. The effects of mesh size of finite elements and boundary elements on numerical accuracy were also studied. Results show that response at surface points of the alluvial soil deposit are amplified significantly for given conditions of shape, dimension and material properties of the soil and the canyon.
Keywords:finite element  boundary element  coupling model  canyon  numerical calculation  
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