Abstract
In this chapter, we will discuss the geotechnical considerations that are relevant to earthquake-resistant design of a structure and also the pertinent parameters that are part of a successful dynamic soil–structure interaction (DSSI) analysis.
Access this chapter
Tax calculation will be finalised at checkout
Purchases are for personal use only
Notes
- 1.
Hardin.B.O.—The nature of damping in sand JSMFD ASCE 91(SM1) 63-97 Part1.
- 2.
Note: For the first cycle, \(\gamma_{\text{r}} = \gamma_{\text{a}} = 5.57 \times 10^{ - 4}\).
- 3.
Applied Technology Council “Tentative provisions for the development of seismic regulations for buildings” ATC 3-06, NBS SP-510, NSF 78-8, National Bureau of Standards USA(1982).
References
ACI-351.3R-04. (2011). Foundation for dynamic equipments. American Concrete Institute committee, p. 351.
Chowdhury, I., Ghosh, A. & Dasgupta, S. P. (2015). Stiffness degradation and damping augmentation of soil under earthquake loading. Electronic Journal of Geotechnical Engineering, 20, 9 (Oklahoma USA).
Desai, C. S., & Zaman, M. (2014). Advanced geotechnical engineering-soil structure interaction using computer and material model. London U.K: CRC press.
Hardin, B. O., & Drnevich, V. P. (1972, July). Shear modulus and damping in soils: Design equations and curves. JSMFD. ASCE, 98 (SM7).
Hardin, B. O., & Richart, F. E., Jr. (1963). Elastic wave velocities in granular media. JSMFD ASCE, 89 (SM1).
IS-5249. (1992). Measurement of dynamic properties of soil. New Delhi India: Bureau of Indian Standard.
Ishibashi, I., & Zhang, K. (1993). Unified dynamic shear modulii and damping ratios of sand and clay. Journal of Soils and Foundations, 33, 1.
Murthy, V. N. S. (1991). Soil mechanics and foundation engineering. Bangalore India: Sai Kripa Publications.
Ohsaki, Y., & Iwasaki, R. (1973). On dynamic shear modulus and Poisson’s ratio of soil deposites. Journal of Soils and Foundations, 13, 4.
Roesset, J. M., & Whitman, R. V. (1969). Theoretical background for amplification studies (Research Report # 69–16. Department of Civil Engineering MIT). USA: School of Engineering, Massachusetts Institute of Technology.
Seed, H. B., & Idriss, I. M. (1970). Soil modulii and damping factors for dynamic response analysis (Report # 70–1 EERC). Berkeley California: The College of Engineering, University of Californaia.
Terzaghi, K., & Peck, R. B. (1967) Soil mechanics in engineering practice. New York USA: Wiley.
Author information
Authors and Affiliations
Corresponding author
Rights and permissions
Copyright information
© 2019 Springer Nature Switzerland AG
About this chapter
Cite this chapter
Chowdhury, I., Dasgupta, S.P. (2019). Geotechnical Considerations for Seismic Analysis. In: Earthquake Analysis and Design of Industrial Structures and Infra-structures. GeoPlanet: Earth and Planetary Sciences. Springer, Cham. https://doi.org/10.1007/978-3-319-90832-8_8
Download citation
DOI: https://doi.org/10.1007/978-3-319-90832-8_8
Published:
Publisher Name: Springer, Cham
Print ISBN: 978-3-319-90831-1
Online ISBN: 978-3-319-90832-8
eBook Packages: Earth and Environmental ScienceEarth and Environmental Science (R0)