Study on Limit Strength Calculation Method Considering Pile Foundation

Accession number;06A0611698
Title;Study on Limit Strength Calculation Method Considering Pile Foundation
Author; HIRADE TSUTOMU (Building Res. Inst.) TAMURA MASAHITO (Building Res. Inst., International Inst. Seismology and Earthquake Engineering, JPN)
Journal Title;Annual Report of BRI
Journal Code:G0308A
ISSN:0286-4622
VOL.2005;NO.;PAGE.33-34(2006)
Figure&Table&Reference;FIG.2, TBL.2, REF.4
Pub. Country;Japan
Language;Japanese
Abstract;The overall analysis by the model including a superstructure and a substructure (foundation and piles) is effective to the estimate of the response of a more accurate building. The possibility of the design rationalization in a substructure (foundation and piles) is confirmed from an analytical examination result of using the overall analysis by the model including a superstructure and a substructure. (author abst.)