The design method of abutments supported by batter piles against an earthquake

Autor:	Katsuyuki Shirouzu, Toru Komatsubara, Takeo Asanuma
Rok vydání:	1997
Předmět:	Materials science Buckling business.industry Geotechnical engineering General Medicine Structural engineering business Nonlinear fem Finite element method
Zdroj:	PROCEEDINGS OF CIVIL ENGINEERING IN THE OCEAN. 13:55-60
ISSN:	1884-8265 0912-7348
DOI:	10.2208/prooe.13.55
Popis:	This report presents the design method of ultimate horizontal strength of abutments supported by the batter piles to protect against damage by an earthquake. Given its plastic deformation ability, this design method is judged more reasonable than the seismic coefficient method for a huge earthquake. The plastic deformation ability is analyzed by static nonlinear FEM with elastic and plastic buckling, because the ultimate horizonal strength of abutments supported by batter piles is generally governed by the buckling of the batter piles.
Databáze:	OpenAIRE
Externí odkaz:	https://explore.openaire.eu/search/publication?articleId=doi_________::c9cd1dc422a713354438b13effbd5e42 https://doi.org/10.2208/prooe.13.55 Zobrazit plný text záznamu