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نمایش تعداد 1-10 از 22

Modeling the warping displacements for discontinuously varying arbitrary cross-section beams

نوع: Journal Paper

نویسنده : Kyungho Yoon; Phill-Seung Lee

سال: 2014

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Nonlinear performance of continuum mechanics based beam elements focusing on large twisting behaviors

نوع: Journal Paper

نویسنده : Kyungho Yoon; Phill-Seung Lee

سال: 2014

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Inelastic buckling behavior of steel members under reversed cyclic loading

نوع: Journal Paper

نویسنده : Phill-Seung Lee; Hyuk-Chun Noh

ناشر: Elsevier Science

سال: 2010

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The quadratic MITC plate and MITC shell elements in plate bending

نوع: Journal Paper

نویسنده : Phill-Seung Lee; Klaus-Jürgen Bathe

سال: 2010

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Improving the MITC3 shell finite element by using the Hellinger–Reissner principle

نوع: Journal Paper

نویسنده : Youngyu Lee; Kyungho Yoon; Phill-Seung Lee

سال: 2012

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Elastoplastic large deformation analysis of a lattice steel tower structure and comparison with full-scale tests

نوع: Journal Paper

نویسنده : Phill-Seung Lee; Ghyslaine McClure

سال: 2007

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Development of MITC isotropic triangular shell finite elements

نوع: Journal Paper

نویسنده : Phill-Seung Lee; Klaus-Jürgen Bathe

سال: 2004

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نوع: Journal Paper

نویسنده : Kyungho Yoon; Youngyu Lee; Phill-Seung Lee

سال: 2012

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Higher order weighted integral stochastic finite element method and simplified first-order application

نوع: Journal Paper

نویسنده : Hyuk-Chun Noh; Phill-Seung Lee

سال: 2007

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The MITC4+ shell element in geometric nonlinear analysis

نوع: Journal Paper

نویسنده : Yeongbin Ko; Phill-Seung Lee; Klaus-Jürgen Bathe

سال: 2017

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Modeling the warping displacements for discontinuously varying arbitrary cross-section beams

Nonlinear performance of continuum mechanics based beam elements focusing on large twisting behaviors

Inelastic buckling behavior of steel members under reversed cyclic loading

The quadratic MITC plate and MITC shell elements in plate bending

Improving the MITC3 shell finite element by using the Hellinger–Reissner principle

Elastoplastic large deformation analysis of a lattice steel tower structure and comparison with full-scale tests

Development of MITC isotropic triangular shell finite elements

Untitled

Higher order weighted integral stochastic finite element method and simplified first-order application

The MITC4+ shell element in geometric nonlinear analysis

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Modeling the warping displacements for discontinuously varying arbitrary cross-section beams

Nonlinear performance of continuum mechanics based beam elements focusing on large twisting behaviors

Inelastic buckling behavior of steel members under reversed cyclic loading

The quadratic MITC plate and MITC shell elements in plate bending

Improving the MITC3 shell finite element by using the Hellinger–Reissner principle

Elastoplastic large deformation analysis of a lattice steel tower structure and comparison with full-scale tests

Development of MITC isotropic triangular shell finite elements

Untitled

Higher order weighted integral stochastic finite element method and simplified first-order application

The MITC4+ shell element in geometric nonlinear analysis