Coupling of non-conforming trimmed isogeometric Kirchhoff-Love shells via a projected super-penalty approach

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This paper intends to provide quantitative seismic response characteristics of steel moment resisting frames (MRFs) with inelastic beam-to-column panel zone joints. Two modeling approaches are proposed for this purpose along with a methodology to consider ...

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Coupling of non-conforming trimmed isogeometric Kirchhoff-Love shells via a projected super-penalty approach

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Bianisotropic metasurface enables a nonlinear pseudo-diode: asymmetric second-harmonic generation

TEACHING TECHNOLOGY AND POLITICS: FROM A LESS DESIRABLE TO A PREFERRED DIGITAL NATION

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TV-based spline reconstruction with Fourier measurements: Uniqueness and convergence of grid-based methods

Best-fit constraint equations for coupling mixed-dimension simulation models with wide flange cross sections

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Seismic demands of steel moment resisting frames with inelastic beam-to-column web panel zones

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