Dynamic investigations on a masonry bell tower

Engineering Structures

Volumn 28, Issue 5, 2006, Pages 660-667

  Ivorra, Salvador ^a   Pallarés, Francisco J ^a  

^a UNIVERSITAT POLITÈCNICA DE VALÈNCIA   (Spain)

Author keywords

Model approximation; Monitoring; Numerical simulation; Parameter identification; Structural stability; System response; Vibration measurement

Indexed keywords

BENDING STRENGTH; COMPUTER SIMULATION; DYNAMIC RESPONSE; MASONRY CONSTRUCTION; MATHEMATICAL MODELS; STABILITY; STRUCTURAL ANALYSIS; TORSIONAL STRESS; VIBRATION MEASUREMENT; VIBRATIONS (MECHANICAL);

BELL TOWER; MODEL APPROXIMATION; STRUCTURAL STABILITY;

TOWERS;

BENDING STRENGTH; COMPUTER SIMULATION; DYNAMIC RESPONSE; MASONRY CONSTRUCTION; MATHEMATICAL MODELS; STABILITY; STRUCTURAL ANALYSIS; TORSIONAL STRESS; TOWERS; VIBRATION MEASUREMENT; VIBRATIONS (MECHANICAL);

MONITORING SYSTEM; STRUCTURAL RESPONSE; VIBRATION;

EID: 30844444332     PISSN: 01410296     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.engstruct.2005.09.019     Document Type: Article

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