𝔖 Bobbio Scriptorium
✦   LIBER   ✦

Non-linear seismic response analysis using vector superposition methods

✍ Scribed by P. Léger; S. Dussault


Publisher
John Wiley and Sons
Year
1992
Tongue
English
Weight
886 KB
Volume
21
Category
Article
ISSN
0098-8847

No coin nor oath required. For personal study only.


📜 SIMILAR VOLUMES


Modal superposition method for seismic d
✍ Roberto Villaverde 📂 Article 📅 1988 🏛 John Wiley and Sons 🌐 English ⚖ 720 KB

An approximate procedure is introduced to analyse non-linear multistorey structures within the framework of the conventional response spectrum method. Its derivation is based on the use of non-linear response spectra and an approximate decomposition of the equation of motion for multi-degree-of-free

ANALYSIS OF THE FREQUENCY RESPONSE FUNCT
✍ DONG-HYUN KIM; KYOUNG-UK NAM; YANG-HANN KIM 📂 Article 📅 2003 🏛 Elsevier Science 🌐 English ⚖ 232 KB

We have attempted to express the frequency response functions of a linear and a quadratic non-linear system in terms of spectral vectors. These vector notations convey the system characteristics in physically realisable measures. One of the valuable tools to verify the non-linear system features is

A NON-LINEAR SEISMIC RESPONSE ANALYSIS M
✍ AKIYOSHI, T.; FANG, H. L.; FUCHIDA, K.; MATSUMOTO, H. 📂 Article 📅 1996 🏛 John Wiley and Sons 🌐 English ⚖ 992 KB

A non-linear seismic response analysis method for 2-D saturated soil-structure system with an absorbing boundary is presented. According to the 3-D strain space multimechanism model for the cyclic mobility of sandy soil, a constitutive expression for the plane strain condition is first given. Next,

Generalized method for non-linear seismi
✍ Kenzo Toki; Chang Sheng Fu 📂 Article 📅 1987 🏛 John Wiley and Sons 🌐 English ⚖ 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