Numerical analysis of the two basic collapse mechanism of a typical colonial Façade

ECCOMAS Thematic Conference - COMPDYN 2011: 3rd International Conference on Computational Methods in Structural Dynamics and Earthquake Engineering: An IACM Special Interest Conference, Programme

Volumn , Issue , 2011, Pages

  Casolo, Siro ^a   Peña, Fernando ^b  

^a POLITECNICO DI MILANO   (Italy)

^b UNIVERSIDAD NACIONAL AUTÓNOMA DE MÉXICO   (Mexico)

Author keywords

Assessment; Damage; Dynamics; Fa ade; Masonry; RBSM

Indexed keywords

ACCELEROGRAMS; ASSESSMENT; BELL TOWERS; COLLAPSE MECHANISM; COMPLEX NATURE; COMPUTATIONAL EFFORT; COMPUTATIONAL MODELLING; CYCLIC LOADINGS; DAMAGE; DAMAGE MECHANISM; DAMAGE PATTERNS; DISCRETIZATIONS; DYNAMICAL BEHAVIOURS; HIGHER MODE; HYSTERETIC ENERGY; IN-PLANE; IN-PLANE SHEAR; LOCALIZED DAMAGE; MAIN CHARACTERISTICS; MASONRY; MATERIAL RESPONSE; MESOSCALE; ORTHOTROPY; OUT-OF-PLANE; RBSM; REGIONAL LEVELS; RIGID BODY; SEISMIC DAMAGE ASSESSMENT; SPRING MODEL; SYMMETRY AXIS; VERTICAL AXIS;

CIVIL ENGINEERING; COMPUTATIONAL METHODS; DYNAMICS; EARTHQUAKES; ENGINEERING GEOLOGY; FAILURE (MECHANICAL); NUMERICAL ANALYSIS; NUMERICAL METHODS; STRUCTURAL DYNAMICS; TOWERS;

DAMAGE DETECTION;

EID: 80054818530     PISSN: None     EISSN: None     Source Type: Conference Proceeding    
DOI: None     Document Type: Conference Paper

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