AN INVESTIGATION ON ASPECTS OF DAMAGE TO PRECAST CONCRETE PILES DUE TO THE 1995 HYOUGOKEN-NAMBU EARTHQUAKE

Author:

SUGIMURA Yoshihiro1,KARKEE Madan B.2,MITSUJI Kazuya1

Affiliation:

1. Dept. of Architecture and Building Science, Tohoku Univ.

2. Dept. of Architecture and Environment Systems, Akita Pref. Univ.

Publisher

Architectural Institute of Japan

Subject

Building and Construction,Architecture

Reference13 articles.

1. 38) SUGIMURA Y. Seismic Behavior of Piles Supporting Tall Buildings and the Consideration of Ground Response Effects in Design. Proc. of 4th Conf. on Tall Buildings in Seismic Regions, Los Angels Tall Buildings Structural Design Council and the Council on Tall Buildings and Urban Habitat, 1997.5. (1997) p.303-317.

2. 39) KARKEE Madan B. Significance of ground response effect in piles under earthquake loading. 2nd International Conf. on Earthquake Geotechnical Engineering, Lisbon, 1999.6. (1999) vol.1, p.441-448.

3. 40) HETENYI M. Beams on Elastic Foundation. The Univ, of Michigan Press. (1946)

4. 41) SUGIMURA Y. Nature of Damage to Pile Foundation of Buildings in Recent Earthquakes and Some Proposals for Seismic Design. Proc. of the 2nd U.S.-Japan Workshop on Soil-Strucutre Internation, Tsukuba, BRI, Minisitry of Land, Infrastructure and Transport, Government of Japan, 2001.3. (2001) p.441-455.

5. 42) KARKEE Madan B. Analytical Investigation of Pile Foundation for Buildings Subjected to Large Lateral Ground Movement. 7th U.S. National Conference on Earthquake Engineering, Boston, 2002. (2002)

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