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- W2361415856 abstract "Based on the modification of a seismic earth pressure theory for retaining structures under any lateral displacements, new formulas are proposed to determine the relationship of lateral soil-wall displacement and corresponding earth pressures against the sidewalls of the structure during an earthquake. The formulas can be extended to layered soils and deep foundations. A simplified mass-damping-spring model with the formulas is presented for dynamic interaction between layered soils and semi-buried structure. The model is feasible because parameters are easily obtained and no iteration is needed. The model is effective under the following conditions: 1) The soils behave as a visco-elastic medium; 2) The structure and its surrounding soil layers are represented as a group of shear beams which displace in horizontal direction only; and 3) The soil抯 response is not affected by the structure抯 movement." @default.
- W2361415856 created "2016-06-24" @default.
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- W2361415856 date "2002-01-01" @default.
- W2361415856 modified "2023-10-13" @default.
- W2361415856 title "SIMPLIFIED ANALYSIS OF DYNAMIC INTERACTION BETWEEN LAYERED SOILS AND SEMI-BURIED STRUCTURE" @default.
- W2361415856 hasPublicationYear "2002" @default.
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