Three-degree-of-freedom rigid model for seismic analysis of cracked concrete gravity dams

Journal of Engineering Mechanics

Volumn 132, Issue 9, 2006, Pages 979-989

  Pekau, O A ^a   Zhu, Xueye ^a  

^a Dept of Electrical and Computer Engineering   (Canada)

Author keywords

Contacts; Dams; Earthquake engineering; Impact; Rigid body dynamics; Rotation; Seismic analysis; Sliding

Indexed keywords

CONCRETE DAMS; CRACKS; DEGREES OF FREEDOM (MECHANICS); EARTHQUAKE RESISTANCE; EARTHQUAKES; MATHEMATICAL MODELS; SEISMOLOGY;

CRACKED CONCRETE GRAVITY DAMS; EARTHQUAKE ENGINEERING; MOHR-COULOMB FRICTION; RIGID-BODY DYNAMICS; SEISMIC ANALYSIS;

GRAVITY DAMS;

CONCRETE DAMS; CRACKS; DEGREES OF FREEDOM (MECHANICS); EARTHQUAKE RESISTANCE; EARTHQUAKES; GRAVITY DAMS; MATHEMATICAL MODELS; SEISMOLOGY;

EARTHQUAKE ENGINEERING; GRAVITY DAM; RIGIDITY; SEISMIC RESPONSE;

EID: 33747208996     PISSN: 07339399     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-9399(2006)132:9(979)     Document Type: Article

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