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Non Linear Response of Masonry Wall Structures Subjected to Cyclic and Dynamic Loading

Sima, Fernando / Roca, Pere / Molins, Climent

A method for non-linear dynamic analysis of wall masonry structures is presented. The method takes advantage of a Generalized Matrix Formulation (GMF) for the serviceability and ultimate analysis of structures composed of arches and/or masonry walls, in which open and solid walls are described as equivalent frame systems. This formulation has been complemented with a cyclic constitutive model and an algorithm for the integration of the equation of motion, resulting in a numerically efficient method for non-linear analysis in time domain of complex masonry systems.

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Non Linear Response of Masonry Wall Structures Subjected to Cyclic and Dynamic Loading

Sima, Fernando / Roca, Pere / Molins, Climent

A method for non-linear dynamic analysis of wall masonry structures is presented. The method takes advantage of a Generalized Matrix Formulation (GMF) for the serviceability and ultimate analysis of structures composed of arches and/or masonry walls, in which open and solid walls are described as equivalent frame systems. This formulation has been complemented with a cyclic constitutive model and an algorithm for the integration of the equation of motion, resulting in a numerically efficient method for non-linear analysis in time domain of complex masonry systems.

Non Linear Response of Masonry Wall Structures Subjected to Cyclic and Dynamic Loading

Sima, Fernando / Roca, Pere / Molins, Climent

A method for non-linear dynamic analysis of wall masonry structures is presented. The method takes advantage of a Generalized Matrix Formulation (GMF) for the serviceability and ultimate analysis of structures composed of arches and/or masonry walls, in which open and solid walls are described as equivalent frame systems. This formulation has been complemented with a cyclic constitutive model and an algorithm for the integration of the equation of motion, resulting in a numerically efficient method for non-linear analysis in time domain of complex masonry systems.

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Title:

Non Linear Response of Masonry Wall Structures Subjected to Cyclic and Dynamic Loading

Contributors:

Sima, Fernando / Roca, Pere / Molins, Climent

Published in:

Advanced Materials Research ; 133-134 ; 747-752

Publication date:

2010-10-19

Size:

6 pages

ISSN:

1662-8985 , 1022-6680

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.133-134.747

Type of media:

Article (Journal)

Type of material:

Electronic Resource

Language:

English

Keywords:

Seismic Analysis , Shear Masonry Wall , Nonlinear Time Domain Analysis , Extended Frame Formulation , Flexibility Formulation

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