𝔖 Bobbio Scriptorium
✦   LIBER   ✦

Higher-mode effect on the seismic responses of buildings with viscoelastic dampers

✍ Scribed by Meng-Hao Tsai; Kuo-Chun Chang

Publisher
Institute of Engineering Mechanics, China Earthquake Administration
Year
2002
Tongue
English
Weight
398 KB
Volume
1
Category
Article
ISSN
1671-3664

No coin nor oath required. For personal study only.

πŸ“œ SIMILAR VOLUMES

Dynamic soil–structure interaction effec
Dynamic soil–structure interaction effects on the seismic response of asymmetric buildings
✍ H. Shakib; A. Fuladgar πŸ“‚ Article πŸ“… 2004 πŸ› Elsevier Science 🌐 English βš– 352 KB

An approach is formulated for the linear analysis of three-dimensional dynamic soil-structure interaction of asymmetric buildings in the time domain, in order to evaluate the seismic response behaviour of torsionally coupled buildings. The asymmetric building is idealized as a single-storey three-di