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The following bibliography contains all publications indexed in this database that are linked with this name as either author, editor or any other kind of contributor.

  1. Plaut, R. H. / Moen, C. D. / Cojocaru, R. (2012): Beam Deflections and Stresses During Lifting. In: Engineering Journal, v. 49, n. 4 (December 2012).

    https://doi.org/10.62913/engj.v49i4.1033

  2. Plaut, R. H. (2008): Snap loads and torsional oscillations of the original Tacoma Narrows Bridge. In: Journal of Sound and Vibration, v. 309, n. 3-5 (January 2008).

    https://doi.org/10.1016/j.jsv.2007.07.057

  3. Zmerli, M. / Plaut, R. H. (1993): Design of a circular plate on an elastic halfspace for minimum differential settlement. In: Structural Optimization, v. 6, n. 4 (December 1993).

    https://doi.org/10.1007/bf01743174

  4. Dems, K. / Plaut, R. H. (1990): Design of beams, plates and their elastic foundations for uniform foundation pressure. In: Structural Optimization, v. 2, n. 4 (December 1990).

    https://doi.org/10.1007/bf01748226

  5. Motley, M. R. / Plaut, R. H. (2006): Application of Synthetic Fiber Ropes To Reduce Blast Response of A Portal Frame. In: International Journal of Structural Stability and Dynamics, v. 6, n. 4 (December 2006).

    https://doi.org/10.1142/s0219455406002131

  6. Yang, J.-G. / Murray, T. M. / Plaut, R. H. (2000): Three-dimensional finite element analysis of double angle connections under tension and shear. In: Journal of Constructional Steel Research, v. 54, n. 2 (May 2000).

    https://doi.org/10.1016/s0143-974x(99)00048-6

  7. Plaut, R. H. / Eatherton, M. R. (2017): Lateral-torsional buckling of butterfly-shaped beams with rectangular cross section. In: Engineering Structures, v. 136 (April 2017).

    https://doi.org/10.1016/j.engstruct.2017.01.026

  8. Plaut, R. H. (2017): Lateral-torsional dynamic instability of uniform and double-tapered rectangular beams under harmonic shear deformation. In: Engineering Structures, v. 146 (September 2017).

    https://doi.org/10.1016/j.engstruct.2017.05.043

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