Input for Seismic Design of Major Structures

by Zhixin Xu, Tongji Univ, Shanghai, China,

Document Type: Proceeding Paper

Part of: Structural Engineering in Natural Hazards Mitigation


Effective seismic input considering the soil-structure interaction or soil-pile-structure interaction is presented. This approach takes the seismic wave as primitive input and considers the effect of site configuration and substrata. The result can be used as input for response analysis or shaking table test.

Subject Headings: Seismic tests | Seismic design | Soil-pile interaction | Seismic waves | Soil-structure interaction | Soil structures | Shake table tests | Oregon | United States | North America

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