Seismic performance assessment of reinforced concrete bridge piers with lap splices

Engineering Structures

Volumn 28, Issue 6, 2006, Pages 935-945

  Kim, T H ^a   Kim, B S ^b   Chung, Y S ^c   Shin, H M ^d  

^a Daewoo Institute of Construction Technology   (South Korea)

^b Korea Institute of Civil Engineering and Building Technology   (South Korea)

^c Chung Ang University   (South Korea)

^d Sungkyunkwan University   (South Korea)

Author keywords

Lap spliced bar element; Lap splices; Nonlinear finite element analysis program; Reinforced concrete bridge piers

Indexed keywords

CONCRETE BRIDGES; EARTHQUAKE RESISTANCE; FINITE ELEMENT METHOD; MATHEMATICAL MODELS; REINFORCED CONCRETE; STRUCTURAL DESIGN;

LAP SPLICED BAR ELEMENT; LAP SPLICES; NONLINEAR FINITE ELEMENT ANALYSIS PROGRAM; REINFORCED CONCRETE BRIDGE PIERS;

BRIDGE PIERS;

BRIDGE PIERS; CONCRETE BRIDGES; EARTHQUAKE RESISTANCE; FINITE ELEMENT METHOD; MATHEMATICAL MODELS; REINFORCED CONCRETE; STRUCTURAL DESIGN;

BRIDGE; EARTHQUAKE ENGINEERING; SEISMIC RESPONSE;

EID: 32144456217     PISSN: 01410296     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.engstruct.2005.10.020     Document Type: Article

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