A macro-element model for the nonlinear analysis of masonry members including second order effects

ECCOMAS Thematic Conference - COMPDYN 2013: 4th International Conference on Computational Methods in Structural Dynamics and Earthquake Engineering, Proceedings - An IACM Special Interest Conference

Volumn , Issue , 2013, Pages 3496-3509

  Penna, A ^a,b   Galasco, A ^a,b  

^a UNIVERSITY OF PAVIA   (Italy)

^b European Centre for Training and Research in Earthquake Engineering   (Italy)

Author keywords

Masonry; Nonlinear analysis; Rocking; Second order effects; Simulation

Indexed keywords

CIVIL ENGINEERING; COMPUTATIONAL METHODS; CRUSHING; DEGREES OF FREEDOM (MECHANICS); ENGINEERING GEOLOGY; MASONRY MATERIALS; MECHANICS; NONLINEAR ANALYSIS; STRUCTURAL DYNAMICS;

DISPLACEMENT CAPACITY; INTERNAL DEGREES OF FREEDOM; KINEMATIC FORMULATION; LATERAL DISPLACEMENTS; MASONRY; ROCKING; SECOND ORDER EFFECT; SIMULATION;

MACROS;

EID: 84898992507     PISSN: None     EISSN: None     Source Type: Conference Proceeding    
DOI: None     Document Type: Conference Paper

References (14)

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