Discrete element modeling of a scaled masonry structure and its validation
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文摘

A scale model of a 15th century mosque is analyzed by discrete element approach.

Comparison of data from shake table program and nonlinear dynamic analysis results.

Good match of behavior in late-linear and early nonlinear ranges.

Prediction of zones and levels of damages in terms of inter-block displacements.

Global rocking of the upper part of minaret not well captured by numerical model.

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