Effects of buildings on the duration and amplitude of ground motion in Mexico City

Author:

Wirgin Armand12,Bard Pierre-Yves34

Affiliation:

1. Laboratoire de Modélisation en Mécanique URA CNRS 229 Université Pierre et Marie Curie 4, place Jussieu 75252 Paris cédex 05 , France

2. Laboratoire de Mécanique et d"Acoustique UPR CNRS 7051 31 chemin Joseph Aiguier 13402 Marseille cédex 20 , France

3. Laboratoire Central des Ponts-et-Chaussées 58 Bd. Lefebvre 75732 Paris cédex 15 , France

4. Laboratoire de Géophysique Interne et Tectonophysique Observatoire de Grenoble IRIGM, BP 53X 38041 Grenoble cédex , France

Publisher

Seismological Society of America (SSA)

Subject

Geochemistry and Petrology,Geophysics

Reference31 articles.

1. Duration of strong ground motion in Mexico City valley;Arciniega;Seism. Res. Lett.,(1993)

2. The seismic response of sediment-filled valleys, Part 1. The case of incident SH waves;Bard;Bull. Seism. Soc. Am.,(1980)

3. The two-dimensional resonance of sediment-filled valleys;Bard;Bull. Seism. Soc. Am.,(1985)

4. Dynamic behaviour of buildings: experimental results from strong motion data;Bard,(1992)

5. The Mexico earthquake of September 19, 1985—A theoretical investigation of large- and small-scale amplification effects in the Mexico City Valley;Bard;Earthquake Spectra,(1988)

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