Structural responses to non-uniformly modulated evolutionary random seismic excitations

DOI<605::AID-CNM75>3.0.CO;2-I 10.1002/(SICI)1099-0887(199708)13:8<605::AID-CNM75>3.0.CO;2-IzbMath0885.73045OpenAlexW1998295884MaRDI QIDQ4358010

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Publication date: 13 November 1997

Full work available at URL: https://doi.org/10.1002/(sici)1099-0887(199708)13:8<605::aid-cnm75>3.0.co;2-i

zbMATH Keywords

power spectral densitiesground accelerationnon-uniform shear beam

Mathematics Subject Classification ID

Rods (beams, columns, shafts, arches, rings, etc.) (74K10) Vibrations in dynamical problems in solid mechanics (74H45) Seismology (including tsunami modeling), earthquakes (86A15) Random vibrations in dynamical problems in solid mechanics (74H50)

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Cites Work

• Transient Response of a Dynamic System Under Random Excitation
• A high precision direct integration scheme for structures subjected to transient dynamic loading
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