Impact of genetically nonlinear application of external loads on the stress-strain state and on the principal vibration modes of reinforced concrete frame buildings on elastic subsoil
Prof. TSUAB, PhD in Engineering Science, 634003 Tomsk, Russia
2 Head of SCAD SOFT Scientific and Technical Support Centre, MSc, 630132 Novosibirsk, Russia
3 Engineer, MSc, 634003 Tomsk, Russia
* Corresponding author: email@example.com
Published online: 30 October 2019
In this paper authors discuss the impact of genetically nonlinear application of external loads on the stress-stain state and on principal vibration modes of reinforced concrete frame structures on elastic foundation. The reader will find a methodology for integrated numerical and instrumental analysis. Six examples of linear and nonlinear FEA-models calculated in SCAD Office are given in comparison.
© The Authors, published by EDP Sciences, 2019
This is an Open Access article distributed under the terms of the Creative Commons Attribution License 4.0, which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited.