Richard Wiebe, Ph.D.
Affiliations: | 2012 | Civil and Environmental Engineering | Duke University, Durham, NC |
Area:
Civil Engineering, Mechanical EngineeringGoogle:
"Richard Wiebe"Parents
Sign in to add mentorLawrence N. Virgin | grad student | 2012 | Duke | |
(Nonlinear Dynamics of Discrete and Continuous Mechanical Systems with Snap-Through Instabilities.) |
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Publications
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Yang T, Calvi PM, Wiebe R. (2020) Numerical implementation of variable friction sliding base isolators and preliminary experimental results Earthquake Spectra. 36: 767-787 |
Yang T, Marafi NA, Calvi PM, et al. (2020) Accounting for spectral shape in a simplified method of analyzing friction pendulum systems Engineering Structures. 222: 111002 |
Kim H, Wiebe R. (2020) Numerical investigation of stress states in buckled laminated composite plates under dynamic loading Composite Structures. 235: 111743 |
Wiebe R, Harvey PS. (2019) On the Euler–Lagrange Equation for Planar Systems of Rigid Bodies or Lumped Masses Journal of Computational and Nonlinear Dynamics. 14 |
Kim H, Wiebe R. (2019) Experimental and numerical investigation of nonlinear dynamics and snap-through boundaries of post-buckled laminated composite plates Journal of Sound and Vibration. 439: 362-387 |
Lin C, Wiebe R, Berman JW. (2019) Analytical and numerical study of curved-base rocking walls Engineering Structures. 197: 109397 |
Babuska P, Wiebe R, Motley MR. (2018) A beam finite element for analysis of composite beams with the inclusion of bend-twist coupling Composite Structures. 189: 707-717 |
Perez R, Bartram G, Beberniss T, et al. (2017) Calibration of aero-structural reduced order models using full-field experimental measurements Mechanical Systems and Signal Processing. 86: 49-65 |
Nistor M, Wiebe R, Stanciulescu I. (2017) Relationship between Euler buckling and unstable equilibria of buckled beams International Journal of Non-Linear Mechanics. 95: 151-161 |
Li T, Berman JW, Wiebe R. (2017) Parametric study of seismic performance of structures with multiple rocking joints Engineering Structures. 146: 75-92 |