𝔖 Bobbio Scriptorium
✦   LIBER   ✦

Non-linear response spectrum method for three-dimensional structures

✍ 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.

✦ 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.


πŸ“œ SIMILAR VOLUMES


Generalized method for non-linear seismi
✍ Kenzo Toki; Chang Sheng Fu πŸ“‚ Article πŸ“… 1987 πŸ› John Wiley and Sons 🌐 English βš– 792 KB

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

A MODAL SUPERPOSITION METHOD FOR NON-LIN
✍ B. Kuran; H.N. Γ–zgΓΌven πŸ“‚ Article πŸ“… 1996 πŸ› Elsevier Science 🌐 English βš– 591 KB

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