Residual displacement ratios for assessment of existing structures

Earthquake Engineering and Structural Dynamics

Volumn 35, Issue 3, 2006, Pages 315-336

  Ruiz García, Jorge ^a   Miranda, Eduardo ^b  

^a UNIVERSIDAD MICHOACANA DE SAN NICOLÁS DE HIDALGO   (Mexico)

^b Stanford University   (United States)

Author keywords

Assessment of existing structures; Displacement based design; Residual displacements; Single degree of freedom systems

Indexed keywords

DEGREES OF FREEDOM (MECHANICS); EARTHQUAKE EFFECTS; SEISMIC WAVES; STIFFNESS; VIBRATIONS (MECHANICAL);

ASSESSMENT OF EXISTING STRUCTURES; DISPLACEMENT-BASED DESIGN; EARTHQUAKE GROUND MOTIONS; EARTHQUAKE MAGNITUDE; RESIDUAL DISPLACEMENT RATIOS; RESPONSE TIME-HISTORY ANALYSES; SINGLE-DEGREE-OF-FREEDOM SYSTEMS; SITE CONDITIONS;

SEISMOLOGY;

EARTHQUAKE ENGINEERING; STRUCTURAL RESPONSE;

EID: 33644785756     PISSN: 00988847     EISSN: 10969845     Source Type: Journal    
DOI: 10.1002/eqe.523     Document Type: Article

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