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Soil-Structure Interaction/Evidence
Method evidence record

Soil-Structure Interaction

Soil-structure interaction (SSI) analysis accounts for the dynamic coupling between a structure and its supporting foundation soil, recognizing that the soil is not infinitely rigid. Formalized by Veletsos in 1974, this approach reveals how foundation compliance, radiation damping, and kinematic effects modify the structure's seismic response compared to fixed-base assumptions.

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Source record

Citations copied verbatim from the method’s source record. No claim-level verification is inferred from them.

Soil-Structure Interaction Analysis
Taxonomic method record · process-pipeline / civil-engineering
  • Veletsos, A. S., & Meek, J. W. (1974). Dynamic behaviour of building-foundation systems. Earthquake Engineering & Structural Dynamics, 3(2), 121-138. · DOI 10.1002/eqe.4290030203
  • Wolf, J. P. (1997). Spring-Dashpot-Mass Systems for Foundation Vibrations. Journal of Engineering Mechanics, 123(5), 1031-1039. · URL
  • Gazetas, G. (1991). Formulas for foundation vibration frequency and damping. Journal of Geotechnical Engineering, 117(9), 1373-1383. · URL
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Curated claims

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Related methods

Generated from the method graph and shown as machine-suggested relations — no evidence claim is inferred.

Same method familyIncremental Dynamic Analysismachine-suggested · Relational suggestion, not evidence.Same method familyMODFLOW Groundwater Modelingmachine-suggested · Relational suggestion, not evidence.Same method familyProbabilistic Seismic Hazard Analysismachine-suggested · Relational suggestion, not evidence.Same method familyTerzaghi Consolidationmachine-suggested · Relational suggestion, not evidence.

Evidence status

Sources recorded, not reviewed

Bibliographic sources are present. Claim-level evidence review has not been performed.

Sources

3 recorded citations, copied from the method source record.

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