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Computational Strategies for Frames with Infill Walls: Discrete and Smeared Crack Analyses and Seismic Fragility
Several computational strategies for masonry structures, and particularly for frames with masonry infills, are presented. Three levels of details for the computational models with explored: Micro-modeling of masonry is presented first where the mortar joints were modeled using interface elements. These models may be considered of an intermediate level of detail (meso-modeling) where damage mechanisms are accounted for in the form of smeared cracking using homogeneous properties for masonry; and (maco-modeling) is special for masonry infill walls where equivalent nonlinear truss elements are used to replace the effect of the walls on the bounding frames.
Computational Strategies for Frames with Infill Walls: Discrete and Smeared Crack Analyses and Seismic Fragility
Several computational strategies for masonry structures, and particularly for frames with masonry infills, are presented. Three levels of details for the computational models with explored: Micro-modeling of masonry is presented first where the mortar joints were modeled using interface elements. These models may be considered of an intermediate level of detail (meso-modeling) where damage mechanisms are accounted for in the form of smeared cracking using homogeneous properties for masonry; and (maco-modeling) is special for masonry infill walls where equivalent nonlinear truss elements are used to replace the effect of the walls on the bounding frames.
Computational Strategies for Frames with Infill Walls: Discrete and Smeared Crack Analyses and Seismic Fragility
K. M. Mosalam (Autor:in) / R. N. White (Autor:in) / P. Gergely (Autor:in)
1997
188 pages
Report
Keine Angabe
Englisch
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British Library Online Contents | 1997
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