A time-domain seismic SSI analysis method for inelastic bridge structures through the use of a frequency-dependent lumped parameter model

Author:

Lesgidis Nikolaos1,Kwon Oh-Sung2,Sextos Anastasios1

Affiliation:

1. Department of Civil Engineering; Aristotle University of Thessaloniki; Thessaloniki Greece

2. Department of Civil Engineering; University of Toronto; Toronto Canada

Funder

7th Framework Programme of the European Commission

Publisher

Wiley

Subject

Earth and Planetary Sciences (miscellaneous),Geotechnical Engineering and Engineering Geology

Reference30 articles.

1. Seismic soil-structure interaction: beneficial or detrimental?;Mylonakis;Journal of Earthquake Engineering,2000

2. Aviram A Mackie KR Florida C Guidelines for nonlinear analysis of bridge structures in California 2008

3. Soil-structure-interaction analysis in time domain;Wolf;Nuclear Engineering and Design,1989

4. Approximate dynamic model of embedded foundation in time domain;Wolf;Earthquake Engineering and Structural Dynamics,1986

5. Consistent lumped-parameter models for unbounded soil: physical representation;Wolf;Earthquake Engineering and Structural Dynamics,1991

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