2016
DOI: 10.1061/(asce)st.1943-541x.0001516
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Systematic Calibration of Model Parameters Based on Large-Scale Experiments on Hybrid Masonry Walls

Abstract: Hybrid masonry is a relatively new type of structural system that benefits from the ductility and ease of construction of steel frames and from the in-plane strength and stiffness of reinforced masonry panels. Finite element analyses of hybrid masonry systems employ complex models, such as the two-scalar continuum damage model, to capture the propagation of damage through the masonry panels. Such formulations rely on several constitutive parameters but no simple experiments exist that can be used to decouple t… Show more

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