Previous achievements using the dynamic non-linear analysis of an interaction system are reviewed briefly, after which a three dimensional (3D) model of the stress redistribution of soil based on the Mohr-Coulomb failure law is presented to evaluate the unbalanced tensor at every iteration in the lo
Non-linear response spectrum method for three-dimensional structures
β Scribed by Saravanapavananthan Sutharshana; William McGuire
- Publisher
- John Wiley and Sons
- Year
- 1988
- Tongue
- English
- Weight
- 878 KB
- Volume
- 16
- Category
- Article
- ISSN
- 0098-8847
No coin nor oath required. For personal study only.
β¦ Synopsis
An ;ipproxim;ite non-lincar response spectrum mcthod for thc analysis of three-dimensional structures is prcscntcd. Thc non-linear erects are taken into iiccounl by employing a n equivalent lineariration criterion along with inelastic spectra, and geometric stiffness matrices. The linearization procedure replaces the inelastic system by an equivalent linear system o n ;I member-by-member basis and accounts for the frequency shift and change in damping. Rational procedures for combining modal and spatial response maxima for three-dimensional structures subject to multi-component response spectra arc also discusscd. Thc modal response spectrum predictions compare favourably with those obtained from direct time-history analyses.
π SIMILAR VOLUMES
The dynamic response of multi-degree of freedom (MDOF) non-linear structures is usually determined by the numerical integration of equations of motion. This is computationally very costly for steady state response analysis. In this study, a powerful and economical method is developed for the harmoni