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Vibration and Snap-Through of Bent Elastica Strips Subjected to End Rotations

Journal of applied mechanics, 2009-07, Vol.76 (4), p.7-7

2009

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Linearly elastic annular and circular membranes under radial, transverse, and torsional loading. Part I: large unwrinkled axisymmetric deformations

Acta mechanica, 2009, Vol.202 (1-4), p.79-99

Plaut, R. H.

2009

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Sudden lateral asymmetry and torsional oscillations of section models of suspension bridges

Journal of sound and vibration, 2007-11, Vol.307 (3), p.894-905

2007

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Postbuckling and vibration of end-supported elastica pipes conveying fluid and columns under follower loads

Journal of sound and vibration, 2006-01, Vol.289 (1), p.264-277

Plaut, R.H.

2006

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Snap loads and torsional oscillations of the original Tacoma Narrows Bridge

Journal of sound and vibration, 2008-01, Vol.309 (3), p.613-636

Plaut, R.H.

2008

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Analysis of buckled and pre-bent fixed-end columns used as vibration isolators

Journal of sound and vibration, 2005-05, Vol.283 (3), p.1216-1228

2005

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Equilibria and vibration of a heavy pinched loop

Journal of sound and vibration, 2005-11, Vol.288 (1), p.81-90

2005

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Linearly elastic annular and circular membranes under radial, transverse, and torsional loading. Part II: Vibrations about deformed equilibria

Acta mechanica, 2009, Vol.202 (1-4), p.101-110

Plaut, R. H.

2009

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Vibration isolation using buckled or pre-bent columns—Part 1: Two-dimensional motions of horizontal rigid bar

Journal of sound and vibration, 2008-02, Vol.310 (1), p.409-420

2008

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Vibration isolation using extreme geometric nonlinearity

Journal of sound and vibration, 2008-08, Vol.315 (3), p.721-731

2008

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Lateral-torsional dynamic instability of uniform and double-tapered rectangular beams under harmonic shear deformation

Engineering structures, 2017-09, Vol.146, p.140-147

Plaut, R.H.

2017

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Two-dimensional vibrations of air-filled geomembrane tubes resting on rigid or deformable foundations

Journal of sound and vibration, 2005-04, Vol.282 (1), p.265-276

2005

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Large deflections of folded cantilever: Experiments and elastica analysis

International journal of non-linear mechanics, 2021-03, Vol.129, p.103641, Article 103641

2021

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Post-buckling and vibration of heavy beam on horizontal or inclined rigid foundation

Journal of applied mechanics, 2006-07, Vol.73 (4), p.664-671

2006

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On the geometric conditions for multiple stable equilibria in clamped arches

International journal of non-linear mechanics, 2017-06, Vol.92, p.8-14

2017

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Postbuckling and vibration of linearly elastic and softening columns under self-weight

International journal of solids and structures, 2004-09, Vol.41 (18), p.4989-5001

2004

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Vibration isolation using buckled or pre-bent columns—Part 2: Three-dimensional motions of horizontal rigid plate

Journal of sound and vibration, 2008-02, Vol.310 (1), p.421-432

2008

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Lateral-torsional buckling of butterfly-shaped beams with rectangular cross section

Engineering structures, 2017-04, Vol.136, p.210-218

2017

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Two-dimensional analysis of geosynthetic tubes

Acta mechanica, 1998-01, Vol.129 (3-4), p.207-218

1998

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Experiments on peeling adhesive tapes from human forearms

Skin research and technology, 2004-11, Vol.10 (4), p.271-277

2004

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Falling vertical chain of oscillators, including collisions, damping, and pretensioning

Journal of sound and vibration, 2015-08, Vol.349, p.195-205

2015

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Predicting Critical Speeds in Rotordynamics: A New Method

Journal of physics. Conference series, 2016-09, Vol.744 (1), p.12155

2016

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Analysis of geosynthetic reinforcement in pile-supported embankments. Part I: 3D plate model

Geosynthetics international, 2010-04, Vol.17 (2), p.59-67

2010

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Analysis of geosynthetic reinforcement in pile-supported embankments. Part III: Axisymmetric model

Geosynthetics international, 2010-04, Vol.17 (2), p.77-85

2010

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Analysis of geosynthetic reinforcement in pile-supported embankments. Part II: 3D cable-net model

Geosynthetics international, 2010-04, Vol.17 (2), p.68-76

2010

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Vibration and Snap-Through of Bent Elastica Strips Subjected to End Rotations

Linearly elastic annular and circular membranes under radial, transverse, and torsional loading. Part I: large unwrinkled axisymmetric deformations

Sudden lateral asymmetry and torsional oscillations of section models of suspension bridges

Postbuckling and vibration of end-supported elastica pipes conveying fluid and columns under follower loads

Snap loads and torsional oscillations of the original Tacoma Narrows Bridge

Analysis of buckled and pre-bent fixed-end columns used as vibration isolators

Equilibria and vibration of a heavy pinched loop

Linearly elastic annular and circular membranes under radial, transverse, and torsional loading. Part II: Vibrations about deformed equilibria

Vibration isolation using buckled or pre-bent columns—Part 1: Two-dimensional motions of horizontal rigid bar

Vibration isolation using extreme geometric nonlinearity

Lateral-torsional dynamic instability of uniform and double-tapered rectangular beams under harmonic shear deformation

Two-dimensional vibrations of air-filled geomembrane tubes resting on rigid or deformable foundations

Large deflections of folded cantilever: Experiments and elastica analysis

Post-buckling and vibration of heavy beam on horizontal or inclined rigid foundation

On the geometric conditions for multiple stable equilibria in clamped arches

Postbuckling and vibration of linearly elastic and softening columns under self-weight

Vibration isolation using buckled or pre-bent columns—Part 2: Three-dimensional motions of horizontal rigid plate

Lateral-torsional buckling of butterfly-shaped beams with rectangular cross section

Two-dimensional analysis of geosynthetic tubes

Experiments on peeling adhesive tapes from human forearms

Falling vertical chain of oscillators, including collisions, damping, and pretensioning

Predicting Critical Speeds in Rotordynamics: A New Method

Analysis of geosynthetic reinforcement in pile-supported embankments. Part I: 3D plate model

Analysis of geosynthetic reinforcement in pile-supported embankments. Part III: Axisymmetric model

Analysis of geosynthetic reinforcement in pile-supported embankments. Part II: 3D cable-net model

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