FE simulation data of the Yoker CLT building

Yoker is a seven-storey building in Glasgow, UK, entirely constructed from CLT panels. A deterministic FE model was developed in APDL (Ansys Parametric Design Language) to compute its modal properties. The set of modeling parameters were the followings: p = [e1, e2, e3, g1, g2, q], where e1, e2 and e3 are the elastic moduli of the CLT panels in the three major strength directions, g1, g2 are the two in-plane shear moduli and q represents the distributed mass. Each parameter was assigned an a-priori uniform distribution, with bounds determined based on best engineering judgment. The following bounds were used: e1: [6, 12], e2: [10, 13], e3: [6, 12], g1: [400, 750], g2: [200, 500], q: [5, 100] The measurable outputs can be described by the parametrized FE model Yoker: y = Yoker(p) = [f1, f2, f3, f4, ψ1, ψ2, ψ3, ψ4], where fi is the eigenfrequency and ψi is the eigenvector of the ith mode. Every eignevector contains 13 sensor positions in x and y directions. x_df.csv contains 10000 random samples of the parameter space with the corresponding headers and y_df.csv the respective outputs of model Yoker, where f.i is the eigenfrequency of the ith mode and S.i.j.d is the eigenvector element of the ith mode, jth sensor position (node) in the d direction (x or y).