Which is a better proxy, site period or depth to bedrock, in modelling linear site response in addition to the average shear-wave velocity?

Author:

Zhu ChuanbinORCID,Pilz Marco,Cotton Fabrice

Funder

Horizon 2020 Framework Programme

Publisher

Springer Science and Business Media LLC

Subject

Geophysics,Geotechnical Engineering and Engineering Geology,Building and Construction,Civil and Structural Engineering

Reference61 articles.

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3. Ancheta TD, Darragh RB, Stewart JP, Seyhan E, Silva WJ, Chiou BSJ, Wooddell KE, Graves RW, Kottke AR, Boore DM, Kishida T, Donahue JL (2014) NGA-West2 database. Earthq Spectra 30:989–1005

4. Aoi S, Obara K, Hori S, Kasahara K, Okada Y (2000) New Japanese uphole/downhole strong-motion observation network: KiK-net. Seismol Res Lett 72:239

5. Assimaki D, Li W, Steidl JH, Tsuda K (2008) Site amplification and attenuation via downhole array seismogram inversion: a comparative study of the 2003 Miyagi-Oki aftershock sequence. Bull Seismol Soc Am 98:301–330

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