Reinforced concrete bridge columns that re-center following earthquakes

8th US National Conference on Earthquake Engineering 2006

Volumn 9, Issue , 2006, Pages 5270-5279

  Sakai, Junichi ^a   Jeong, Hyungil ^b   Mahin, Stephen A ^b  

^a PUBLIC WORKS RESEARCH INSTITUTE   (Japan)

^b 109 McLaughlin Hall   (United States)

Author keywords

[No Author keywords available]

Indexed keywords

EARTHQUAKE SIMULATOR; GROUND EXCITATION; POSTTENSIONING; PRE-STRESSED; REINFORCED CONCRETE BRIDGE COLUMNS; REINFORCED CONCRETE COLUMN; REINFORCING BAR; RESIDUAL DISPLACEMENT; SEISMIC PERFORMANCE; STEEL JACKETS;

CIVIL ENGINEERING; COLUMNS (STRUCTURAL); CONCRETE CONSTRUCTION; ENGINEERING GEOLOGY; REINFORCED CONCRETE;

EARTHQUAKES;

EID: 84865835368     PISSN: None     EISSN: None     Source Type: Conference Proceeding    
DOI: None     Document Type: Conference Paper

References (4)

1. California Department of Transportation, 2001. Seismic design criteria Ver. 1.2., California.
2. Japan Road Association, 2002. Design specification of highway bridges. Part V: Seismic design, Japan.
3. Sakai, J. and Mahin, S. A., 2004. "Analytical investigations of new methods for reducing residual displacements of reinforced concrete bridge columns." PEER-2004/02, Pacific Earthq. Engrg. Res. Center, Univ. of California at Berkeley, California.
4. Somerville, P., Smith, N. Punyamurthula, S. and Sun, J., 1997. "Development of ground motion time histories for phase 2 of the FEMA/SAC steel project." Rep. SAC/BD-97/04, SAC Joint Venture, California.