Investigations on a new building with pile foundation damaged by the Hyogoken-Nambu (Kobe) earthquake

Structural Design of Tall Buildings

Volumn 6, Issue 4, 1997, Pages 311-332

  Karkee, Madan B ^a,c   Kishida, Hideaki ^b  

^a Engineering Division   (Japan)

^b UNIVERSITY OF TOKYO   (Japan)

^c GE)TOP Corporation   (Japan)

Author keywords

[No Author keywords available]

Indexed keywords

DYNAMIC RESPONSE; EARTHQUAKE RESISTANCE; NUMERICAL ANALYSIS; PILE FOUNDATIONS; REPAIR; SETTLEMENT OF STRUCTURES; SOIL STRUCTURE INTERACTIONS; STRUCTURAL ANALYSIS;

NONLINEAR ANALYSIS;

TALL BUILDINGS;

EID: 0031338830     PISSN: 10628002     EISSN: None     Source Type: Journal    
DOI: 10.1002/(SICI)1099-1794(199712)6:4<311::AID-TAL104>3.0.CO;2-1     Document Type: Article

References (9)

1. Y. Sugimura, 'Earthquake damage and design method of piles', 10th Int. Conf. on Soil Mechanics and Foundation Engineering, Stockholm, Sweden Vol 2, 1981, pp. 865-868.
2. Y. Sugimura, K, Fujiwara, T. Ohgi and M. B. Karkee, 'Seismic behavior of piles supporting tall buildings and the consideration of ground response effects in design', Proc. 4th Conf. on Tall Buildings in Seismic Regions, Los Angeles, California, U.S.A., 9-10 May 1997.
3. M. B. Karkee, K. Nagai, H. Ogura and H. Kishida, 'Common behavior of building foundations during the Hyogoken-Nambu earthquake', Proc. KIG Forum on 'Geotechnical Engineering in Recovery from Urban Earthquake Disaster', Kobe, 13-15 January 1997, pp. 209-218.
4. Y. Sugimura, 'Estimation of dynamic behaviors of soil layer-pile foundation interaction system during an earthquake', Proc. Japan Earthquake Engineering Symp., 1973, pp. 133-140.
5. K. Harasawa, M. B. Karkee and H. Kishida, 'A new building inflicted by the Kobe earthquake of January 17, 1995 and the measures taken to restore and strengthen the foundation-building system', Proc. 21st Annual DFI Member's Conf., San Francisco, California, U.S.A., 2-4 October 1996, pp. 149-160.
6. M. B. Karkee, Y. Sugimura and J. Tobita, 'Scaling a suite of ground motions for compatible levels of nonlinear ground response', J. Struct. & Constr. Engng. AIJ, 440, 29-42 (1992).
7. Y. Ohsaki, 'Dynamic nonlinear model and one dimensional nonlinear response of soil deposits', Technical Research Report 82-02, Department of Architecture, University of Tokyo (1982).
8. Y. Ohsaki, A. Hara and Y. Kiyota, 'Stress-strain model of soils for seismic analysis', Proc. Fifth Japan Earthquake Engineering Symp., 1978, pp. 697-704.
9. M. B. Karkee, Y. Sugimura, J. Tobita and K. Sato, 'Potential effects of long period component motion on the nonlinear ground response', J. Struct. & Constr. Engng, AIJ, 449, 69-82 (1993).