Earthquake-induced pounding between equal height buildings with substantially different dynamic properties

Engineering Structures

Volumn 30, Issue 10, 2008, Pages 2818-2829

  Jankowski, Robert ^a  

^a GDANSK UNIVERSITY OF TECHNOLOGY   (Poland)

Author keywords

Buildings; Earthquakes; Structural pounding

Indexed keywords

AMPLIFICATION; BUILDINGS; EARTHQUAKES; SEISMOLOGY; SPECIAL EFFECTS; THREE DIMENSIONAL;

COLLIDING STRUCTURES; DYNAMIC PROPERTIES; ELASTO-PLASTIC; FLEXIBLE BUILDING; GAP SIZE; GROUND MOTIONS; GROUND-MOTION EXCITATION; LUMPED MASSES; MULTI DEGREE-OF-FREEDOM; NON-LINEAR EFFECTS; NON-LINEAR RESPONSES; PARAMETRIC STUDIES; PEAK DISPLACEMENT; PERMANENT DEFORMATIONS; RESPONSE ANALYSIS; STIFFER STRUCTURE; STRUCTURAL BEHAVIOURS; STRUCTURAL PARAMETERS; STRUCTURAL POUNDING; STRUCTURAL STIFFNESS; YIELD STRENGTHS;

DYNAMIC RESPONSE;

BUILDING; GROUND MOTION; MODELING; SEISMIC POUNDING; SEISMIC RESPONSE; STRUCTURAL RESPONSE;

EID: 46149127231     PISSN: 01410296     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.engstruct.2008.03.006     Document Type: Article

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