A model for the out-of-plane dynamic analysis of unreinforced masonry walls in buildings with flexible diaphragms
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文摘

An analytical model is proposed for out-of-plane dynamic analysis of URM walls.

The model has 2-DOF and considers the wall attached to a flexible diaphragm.

Two rigid bodies are connected by intermediate hinge and restrained by a top spring.

The equations of motion of the 2-DOF model are derived.

Time-history analyses are performed on walls with variable spring stiffness.

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