Seismic soil-structure interaction: Beneficial or detrimental?

Journal of Earthquake Engineering

Volumn 4, Issue 3, 2000, Pages 277-301

  Mylonakis, George ^a   Gazetas, George ^b  

^a City University of New York   (United States)

^b NATIONAL TECHNICAL UNIVERSITY OF ATHENS   (Greece)

Author keywords

Bridge; Ductility; Earthquake; Inelastic response; Seismic regulations; Soil structure interaction

Indexed keywords

EID: 0034336960     PISSN: 13632469     EISSN: None     Source Type: Journal    
DOI: 10.1080/13632460009350372     Document Type: Article

References (34)

1. ATC-3 [1978] “Tentative provisions for the development of seismic regulations of buildings: a cooperative effort with the design profession, building code interests, and the research community,” National Bureau of Standards, Washington DC.
2. Anastasopoulos, I. [1999] “Analysis of the failure of two bridges in the 1995 Kobe earthquake, and the role of soil,” Diploma Thesis, National Technical University, Athens, Greece.
3. Bielak, J. [1975] “Dynamic behaviour of structures with embedded foundations Earthq. Engrg. Struct. Dyna. 3, 259-274.
4. Bommer, J. J. and Elnashai, A. S. [1999] “Displacement spectra for seismic design,” J. Earthq. Engrg. 3(1), 1-32.
5. Caltrans [1990] Bridge Design Specifications, California Department of Transportation.
6. Calvi, G. M. and Kingsley, G. R. [1995] “Displacement-based seismic design of multi- degree-of freedom bridge structures,” Earthq. Engrg. Struct. Dyna. 24, 1247-1266.
7. Celebi, M. [1998] “Turkish earthquakes: two reports. Lessons from the Adana-Ceyhan quake and the Dinar aftershock,” EERI Newsletter 32(9), 8 pp.
8. Ciampoli, M. and Pinto, P. E. [1995] “Effects of soil-structure interaction on inelastic seismic response of bridge piers,” J. Struct Engrg. ASCE 121(5), 806-814.
9. Elnashai, A. S. and McClure, D. C. [1996] “Effect of modelling assumptions and input motion characteristics on seismic design parameters of RC bridge piers foundations,” Earthq. Engrg. Struct. Dyna. 25, 435-463.
10. Gazetas, G. and Mylonakis, G. [1998] “Seismic soil-structure interaction: new evidence and emerging issues,” Geotechnical Earthquake Engineering and Soil Dynamics III ASCE, eds. P. Dakoulas, M. K. Yegian, and R. D. Holtz, Vol. II, pp. 1119-1174.
11. Hidalgo, P. A. and Arias, A. [1990] “New Chilean code for earthquake resistant design of buildings,” Proc. 01 US National Conference on Earthquake Engineering EERI 2, 927-936.
12. Jennings, P. C. and Bielak, J. [1973] “Dynamics of building-soil interaction,” Bull. Seism. Soc. Am. 63(1), 9-48.
13. Kowalski, M. J., Priestley, M. J. N. and MacRae, G. A. [1995] “Displacement-based design ofRC bridge columns in seismic regions,” Earthq. Engrg. Struct Dyna. 24, 1623-1643.
14. Luco, E. [1982] “Linear soil-structure interaction: a review,” Earthquake Ground Motion and Effects on Structures ASME, AMD 53, 41-57.
15. Miranda, E. [1991] “Seismic Evaluation and Upgrading of Existing Buildings,’' Ph.D. Dissertation, University of California, Berkeley
16. Miranda, E. and Bertero, V. [1994] “Evaluation of strength reduction factors of earthquake-resistant design,” Earthq. Spectra 10(2), 357-379.
17. Mylonakis, G., Nikolaou, A. and Gazetas, G. [1997], “Soil-pile-bridge seismic interaction: kinematic and inertial effects. Part I: soft soil,” Earthq. Engrg. Struct. Dyna. 27(3), 337-359.
18. Mylonakis, G., Gazetas, G., Nikolaou, A. and Michaelides, O. [2000] “The role of soil on the collapse of 18 piers of the elevated Hanshin Expressway in the Kobe earthquake,” Proc. 12th World Conference on Earthquake Engineering, New Zealand, 7 pp.
19. Nassar, A. A. and Krawinkler, H. [1991] “Seismic Demands for SDOF and MDOF Sys- terns,” Report No. 95, The John A. Blume Earthquake Engineering Center, Stanford University.
20. NEHRP [1997] “Recommended provisions for seismic regulations for new buildings and other structures,” Parts 1 and 2, Building Seismic Safety Council, Washington DC.
21. Newmark, N. M. and Hall, W. J. [1973] “Seismic design criteria for nuclear reactor facilities,” Report No. 46, Building Practices for Disaster Mitigation National Bureau of Standards,-US Department of Commerce, pp. 209-236.
22. NZS4203 [1984] Code of Practice for General Structural Design and Design Loading for Buildings, New Zealand Standards Association.
23. Priestley, M. J. N. [1993] “Myths and fallacies in earthquake engineering — conflicts between design and reality,” Bulletin of the New Zealand National Society for Earthquake Engineering 26(3), 329-341.
24. Priestley, M. J. N. and Park, R. [1987] “Strength and ductility of concrete bridges columns under seismic loading,” ACI Structural Journal 84(1), 61-76.
25. Resendiz, D. and Roesset, J. M. [1987] “Soil-structure interaction in Mexico City during the 1985 earthquake,” The Mexico Earthquakes. - 1985 ASCE, eds. M. A. Cassaro and E. M. Romero, pp. 193-203.
26. Roesset, J. M. [1980] “A review of soil-structure interaction,” Soil-structure interaction: The status of current analysis methods and research, ed. J. J. Johnson, Report Nos. NUREG/CR-1780 and UCRL-53011, US Nuclear Regulatory Commission and Lawrence Livermore Laboratory.
27. Stewart, J. P., Seed, R. B. and Fenves, G. L. [1999] “Seismic soil-structure interaction in buildings. II: empirical findings,” Journal of Geotechnical Engineering ASCE 125(1), 38-48.
28. Somerville P. G. [1998] “The amplitude and duration effects of rupture directivity in near fault ground motions,” Geotechnical Earthquake Engineering and Soil Dynamics III ASCE, eds. P. Dakoulas, M. K. Yegian and R. D. Holtz.
29. Somerville P. G., Smith, R. W., Graves, R. W. and Abrahamson, N. A. [1997] “Modification of empirical strong ground motion attenuation relations to include the amplitude and duration effects of rupture directivity,” Seismological Research Letters 68, 199-222.
30. Takada, T., Hwang, H. H. M. and Shinozuka, M. [1988] “Response modification factor for multiple-degree-of-freedom systems,” Proc. 9th World Conference on Earthquake Engineering, Tokyo-Kyoto, Japan, V, 129-134.
31. Tolis, S. and Faccioli, E. [1999] “Displacement design spectra,” J. Earthq. Engrg. 3(1), 107-125
32. Veletsos, A. S. and Meek, J. W. [1974] “Dynamic behavior of building-foundation systems,”Earthq. Engrg. Struct. Dyna. 3(2), 121-138.
33. Veletsos, A. S. and Nair, V. V. [1975] “Seismic interaction of structures on hysteretic foundations,” J. Struct. Engrg. ASCE 101(1), 109-129.
34. Wolf, J. P. [1985] Seismic Soil-Structure Interaction (Prentice Hall).