SEISMIC VULNERABILITY OF MASONRY HISTORICAL STRUCTURES: A SIMPLE ADAPTIVE NURBS FE APPROACH FOR THE LIMIT AND THE SUBSEQUENT NON-LINEAR STATIC ANALYSIS WITH FEW DOFS | Zendy

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SEISMIC VULNERABILITY OF MASONRY HISTORICAL STRUCTURES: A SIMPLE ADAPTIVE NURBS FE APPROACH FOR THE LIMIT AND THE SUBSEQUENT NON-LINEAR STATIC ANALYSIS WITH FEW DOFS

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