Three-dimensional nonlinear seismic performance evaluation of retrofit measures for typical steel girder bridges

Engineering Structures

Volumn 30, Issue 7, 2008, Pages 1869-1878

  Padgett, Jamie E ^a   DesRoches, Reginald ^b  

^a Rice University   (United States)

^b Georgia Institute of Technology   (United States)

Author keywords

Isolation; Restrainer cables; Retrofit; Seismic response; Shear keys; Steel bridges; Steel jackets

Indexed keywords

BEARING CAPACITY; BRIDGE BEARINGS; BRIDGE CABLES; RETROFITTING; SEISMIC RESPONSE; STEEL BEAMS AND GIRDERS;

MULTI-SPAN CONTINUOUS BRIDGE; MULTI-SPAN SIMPLY SUPPORTED BRIDGE; RESTRAINER CABLES; STEEL JACKET;

STEEL BRIDGES;

BEARING CAPACITY; BRIDGE BEARINGS; BRIDGE CABLES; RETROFITTING; SEISMIC RESPONSE; STEEL BEAMS AND GIRDERS; STEEL BRIDGES;

BRIDGE; EARTHQUAKE ENGINEERING; PERFORMANCE ASSESSMENT; SEISMIC RESPONSE; STEEL STRUCTURE; THREE-DIMENSIONAL MODELING; VULNERABILITY;

NORTH AMERICA;

EID: 43949131422     PISSN: 01410296     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.engstruct.2007.12.011     Document Type: Article

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