Art

J-GLOBAL ID：200902274360333331   Reference number：04A0829700

A STUDY ON FORCE-DISPLACEMENT-BASED SEISMIC DESIGN OF SINGLE-COLUMN RC PIERS

力-変位に基づくRC橋脚単柱の耐震設計に関する研究

Author (4)： HIRAO K (Univ. Tokushima, Tokushima, JPN) ,  SAKAGAMI Y (Univ. Tokushima, Tokushima, JPN) ,  NARIYUKI Y (Univ. Tokushima, Tokushima, JPN) ,  SAWADA T (Univ. Tokushima, Tokushima, JPN)
Material： Structural Engineering / Earthquake Engineering  (SE/EE)
Volume： 21  Issue： 2  Page： 159S-174S  Publication year： Oct. 2004 
JST Material Number： L4811A  ISSN： 0289-8063  Document type： Article
Article type： 原著論文  Country of issue： Japan (JPN)  Language： ENGLISH (EN)

Thesaurus term： *bridge pier ,...
Semi thesaurus term： 耐力スペクトル法

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JST classification (1)： Substructure  (RC06060B)

Reference (15)：

• 2) Kowalsky, M.J., Priestley, M.J.N. and A. Macrae, G.A.: Displacement-based design of bridge columns in seismic regions, Earthquake engineering and structural dynamics, Vol.24, pp.1623-1643, 1995.
• 3) Calvi, G.M. and Kingsley, G.R. : Displacement-based seismic design of multi-degree-of-freedom bridge structures, Earthquake engineering and structural dynamics, Vol.24, pp.1247-1266, 1995.
• 4) Miranda, E. and Ruiz-Garcia, J. : Evaluation of approximate methods to estimate maximum inelastic displacement demands, Earthquake engineering and structural dynamics, Vol.28, pp.539-560, 2002.
• 5) Fajfar, P. : Capacity spectrum method based on inelastic demand spectra, Earthquake engineering and structural dynamics, Vol.28, pp.979-993, 1999.
• 6) Fajfar, P.: A nonlinear analysis method for performance- based seismic design, Earthquake Spectra, Vol.16, No.3, 2000.8.

Terms in the title (6)： 力 ,  変位 ,  RC橋脚 ,  単柱 ,  耐震設計 ,  研究