Seismic soil-structure interaction in buildings

Article Abstract:

An argument is presented supporting the inclusion of time-dependent changes caused by soil-structure interaction involving a nonlinear response, along with the role of kinematic analysis. An assertion is made that torsional responses do not significantly bias inertial interaction models.

Kinematics, Soil structure

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Assessment of liquefaction potential during earthquakes by Arias intensity

Article Abstract:

The validity of the Arias intensity approach to assessing seismological liquefaction zones is discussed. Points include the model's depth-reduction coefficients, shear-stress and local-site amplification affects.

India, Research, Environmental aspects, Earthquakes, Seismological research, Soil liquefaction, Liquefaction (Geology)

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Analysis of cone resistance: review of methods

Article Abstract:

An assessment is presented on cone penetration tests. These include discrete-element, cavity expansion, incremental finite-element, and steady state approaches.

Australia

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