Seismic soil-structure interaction in buildings. I: Analytical methods; seismic soil-structure interaction in buildings. ii: Empirical findings

Journal of Geotechnical and Geoenvironmental Engineering

Volumn 126, Issue 7, 2000, Pages 668-672

  Trifunac, M D ^a   Stewart, Jonathan P ^b   Fenves, Gregory L ^c   Seed, Raymond B ^c  

^a Univ of Southern California ^*  (United States)

^b University of California   (United States)

^c Berkeley   (United States)

Author keywords

[No Author keywords available]

Indexed keywords

EID: 85001861249     PISSN: 10900241     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)1090-0241(2000)126:7(668)     Document Type: Article

References (14)

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3. Stewart, J. P. (1996). ‘An empirical assessment of soil-structure interaction effects in the seismic response of structure.’ Ph.D. thesis, University of California, Berkeley, Calif.
4. Todorovska, M. I. (1995). ‘The effects of the wave passage and the dynamic soil-structure interaction on the response of base-isolated buildings on rigid embedded foundations.’ Proc., 10th Eur Conf. on Earthquake Engrg., Vol. 1, Balkema, Rotherdam, the Netherlands, 733-738.
5. Todorovska, M. I., and Trifunac, M. D. (1989). ‘Antiplane earthquake waves in long structures.’ J. Engrg. Mech., ASCE, 115(2), 2687-2708.
6. Todorovska, M. I., and Trifunac, M. D. (1990a). ‘Note on excitation of long structures by ground waves.’ J. Engrg. Mech., ASCE, 116(4), 952-964.
7. Todorovska, M. I., and Trifunac, M. D. (1990b). ‘Propagation of earthquake waves in buildings with soft first floor.’ J. Engrg. Mech., ASCE, 116(4), 892-900.
8. Trifunac, M. D. (1997). ‘Relative earthquake motion of building foundations.’ J. Struct. Engrg., ASCE, 123(4), 414-422.
9. Trifunac, M. D., Ivanović, S. S., Todorovska, M. I., Novikova, E. I., and Gladkov, A. A. (1999). ‘Experimental evidence for flexibility of building foundation supported by concrete friction piles.’ Soil Dyn. and Earthquake Engrg., 18(3), 169-187.
10. Trifunac, M. D., and Todorovska, M. I. (1997). ‘Response spectra and differential motion of columns.’ Earthquake Engrg. and Struct. Dyn., 26(2), 251-268.
11. Trifunac, M. D., and Todorovska, M. I. (1999). ‘Reduction of structural damage by nonlinear soil response.’ J. Struct. Engrg., ASCE, 125(1), 89-97.
12. Udwadia, F. E., and Trifunac, M. D. (1974). ‘Time and amplitude dependent response of structures.’ Earthquake Engrg. and Struct. Dyn., 2, 359-378.
13. Wolf, J. P., and Obernhuber, P. (1981). ‘Effects of horizontally propagating waves on the response of structures with soft first story.’ Earthquake Engrg. and Struct. Dyn., 9, 1 -21.
14. Schnabel, P. B. (1973). ‘Effect of local geology and distance from source on earthquake ground motions.’ Ph.D. dissertation, University of California, Berkeley, Calif.