Skip to main content

Simulation of Vertical Arrays

  • Chapter
  • First Online:
Seismic Ground Response Analysis

Part of the book series: Geotechnical, Geological and Earthquake Engineering ((GGEE,volume 36))

  • 1462 Accesses

Abstract

Earthquake records both on the ground surface and in the underground are at least to be obtained in the vertical array earthquake observation; several records are sometimes obtained at different depths. Simulation of these data is a good tool to grasp the accuracy of the seismic ground response analysis and is also a good tool to cumulate experience on the seismic ground response analysis. Recently, a number of vertical array observatories increase such as KiK-net (2010) which covers all Japan, although the number of the vertical array stations is limited in the old days. In order to examine the accuracy of the analysis, it is necessary that a strong ground motion record is obtained. In addition, ground conditions such as soil profile, velocity structure, nonlinear property, etc., are also well known. In this sense, KiK-net is not so useful because detailed soil profile and material properties are not known. As far as the author knows, data that can be used to investigate the accuracy of the nonlinear seismic ground response analysis are not sufficient. They are shown in Table 14.1.

This is a preview of subscription content, log in via an institution to check access.

Access this chapter

Chapter
USD 29.95
Price excludes VAT (USA)
  • Available as PDF
  • Read on any device
  • Instant download
  • Own it forever
eBook
USD 149.00
Price excludes VAT (USA)
  • Available as EPUB and PDF
  • Read on any device
  • Instant download
  • Own it forever
Hardcover Book
USD 199.99
Price excludes VAT (USA)
  • Durable hardcover edition
  • Dispatched in 3 to 5 business days
  • Free shipping worldwide - see info

Tax calculation will be finalised at checkout

Purchases are for personal use only

Institutional subscriptions

References

  • Chang CY, Mok CM, Power MS, Tang YK, Tang HT, Stepp JC (1991) Development of shear modulus reduction curves based on Lotung downhole ground motion data. In: Proceedings of the 2nd international conference on recent advances in geotechnical earthquake engineering and soil dynamics, St. Louis, pp 111–118

    Google Scholar 

  • Ishihara K (1982) Evaluation of soil properties for use in earthquake response analysis. In: International symposium on numerical models in geomechanics, Zurich, pp 237–259

    Google Scholar 

  • Ishihara K, Shimizu K, Yamada Y (1981) Pore water pressures measured in sands deposits during an earthquake. Soil Found 21(4):85–100

    Article  Google Scholar 

  • Iwasaki T, Tokita K, Yoshida S (1979) Dynamic deformation characteristics of Holocene clay, PWRI report, No. 1504, PWRI (in Japanese)

    Google Scholar 

  • Iwasaki T, Tatsuoka F, Takagi Y (1980) Experimental study on dynamic deformation characteristics of soils (II), Report of PWRI, vol 153-2 (in Japanese)

    Google Scholar 

  • Katayama T, Yamazaki F (1990) Array observation and database of earthquake motion, Seminar text of course 154, Institute of Industrial Science the University of Tokyo, pp 1–93 (in Japanese)

    Google Scholar 

  • Katayama T, Yamazaki F, Nagata S, Sato N (1990) Earthquake observation by a three-dimensional seismometer array and its strong motion database. J Struct Mech Earthq Eng Proc JSCE 422/I-14:361–369 (in Japanese)

    Google Scholar 

  • Kiban-Kyoshin Network (KiK-net) http://www.kik.bosai.go.jp/kik/ [2010]

  • Lu Y, Yamazaki F, Katayama T (1989) Earthquake observation at Chiba Test Site, part 5 Amplification characteristics of free field. In: Proceedings of the 20th JSCE earthquake engineering symposium-1989, JSCE, Tokyo, pp 93–96 (in Japanese)

    Google Scholar 

  • Masuda T, Yasuda S, Yoshida N, Sato M (2001) Field investigations and laboratory soil tests on heterogeneous nature of alluvial deposits. Soils Found 41(4):1–16

    Article  Google Scholar 

  • Promotion committee on database of strong motion array observation (1998) Strong motion array observation, no. 3, Association for Earthquake Prevention, Tokyo

    Google Scholar 

  • Satoh T, Horike M, Takeuchi Y, Uetake T, Suzuki H (1997) Nonlinear behavior of scoria soil sediments evaluated from borehole record in eastern Shizuoka prefecture Japan. Earthq Eng Struct Dyn 26:781–795

    Article  Google Scholar 

  • Soeda E, Kato Y, Matsuda T, Takezawa S, Maekawa F (1996) Example of earthquake response analysis of vertical array record. In: Proceedings of the 51st annual conference of the Japan Society of Civil Engineering, Nagoya, vol III, JSCE, Tokyo, pp 356–357 (in Japanese)

    Google Scholar 

  • Soeda E, Tamai H, Tanaka M, Takezawa S, Maekawa F. Amano S (2001) An consideration on applicability of nonlinear earthquake response by vertical array observation. In: Proceedings of the 26th JSCE earthquake engineering symposium-2001, JSCE, Tokyo, pp 485–488 (in Japanese)

    Google Scholar 

  • Suzuki H, Tokimatsu K, Arai H, Midorikawa S (2009) Nonlinear behavior of cohesive soils estimated from strong motion records at K-net Anamizu and JMA Wajima in the 2007 Noto-hanto earthquake. J Struct Constr Eng AIJ 74(645):2003–2010 (in Japanese)

    Google Scholar 

  • Tazoh T, Sato M, Hatakeyama A (1987) Nonlinear earthquake response analysis based on strong motion seismograph record. In: Proceedings of the 19th JSCE earthquake engineering symposium, JSCE, Tokyo, pp 101–104 (in Japanese)

    Google Scholar 

  • Yoshida N (1995) Earthquake response analysis at Port Island during the 1995 Hyogoken-nanbu earthquake. Tsuchi-to-Kiso 43(10):49–54 (in Japanese)

    Google Scholar 

  • Yoshida N, Ito K (1999) Liquefaction of improved ground at Port Island, Japan, during the 1995 Hyogoken-nanbu earthquake. In: Proceedings of the 2nd international conference on earthquake geotechnical engineering, Lisboa, Portugal, pp 531–536

    Google Scholar 

  • Yoshida N, Tazoh T, Suzuki H (1995) Comparisons of nonlinear dynamic response analysis method. In: Proceedings of the 23rd JSCE earthquake engineering symposium – 1995, Tokyo, pp 49–52 (in Japanese)

    Google Scholar 

  • Yoshida N, Kobayashi S, Suetomi I, Miura K (2002) Equivalent linear method considering frequency dependent characteristics of stiffness and damping. Soil Dyn Earthq Eng, Elsevier 22(3):205–222

    Google Scholar 

Download references

Author information

Authors and Affiliations

Authors

Rights and permissions

Reprints and permissions

Copyright information

© 2015 Springer Science+Business Media Dordrecht

About this chapter

Cite this chapter

Yoshida, N. (2015). Simulation of Vertical Arrays. In: Seismic Ground Response Analysis. Geotechnical, Geological and Earthquake Engineering, vol 36. Springer, Dordrecht. https://doi.org/10.1007/978-94-017-9460-2_14

Download citation

Publish with us

Policies and ethics