𝔖 Bobbio Scriptorium
✦   LIBER   ✦

Restoring capability of bilinear hysteretic seismic isolation systems

✍ Scribed by Christos P. Katsaras; Telemachos B. Panagiotakos; Basil Kolias

Publisher
John Wiley and Sons
Year
2008
Tongue
English
Weight
434 KB
Volume
37
Category
Article
ISSN
0098-8847

No coin nor oath required. For personal study only.

πŸ“œ SIMILAR VOLUMES

Design of bilinear hysteretic isolation
Design of bilinear hysteretic isolation systems
✍ M. Fragiacomo; S. Rajgelj; F. Cimadom πŸ“‚ Article πŸ“… 2003 πŸ› John Wiley and Sons 🌐 English βš– 300 KB

## Abstract This paper concerns the design of passive base isolation systems characterized by a bilinear hysteretic behaviour. The study refers to the case where the structure to be isolated (superstructure) vibrates according to the first mode. In this case the whole isolated structure can be mode

Optimal yield level of bilinear seismic
Optimal yield level of bilinear seismic isolation devices
✍ Park, Jeung-Geun; Otsuka, Hisanori πŸ“‚ Article πŸ“… 1999 πŸ› John Wiley and Sons 🌐 English βš– 281 KB πŸ‘ 1 views

The yield level of an insulator is one of the important parameters which are related to responses and absorbing energy under seismic input energy in isolated structures. The purpose of this paper is to determine the optimal ratios of yield force of the isolator (Q ) to the total weight of the struct

Seismic response of self-centring hyster
Seismic response of self-centring hysteretic SDOF systems
✍ Constantin Christopoulos; AndrΓ© Filiatrault; Bryan Folz πŸ“‚ Article πŸ“… 2002 πŸ› John Wiley and Sons 🌐 English βš– 293 KB

## Abstract The seismic response of single‐degree‐of‐freedom (SDOF) systems incorporating flag‐shaped hysteretic structural behaviour, with self‐centring capability, is investigated numerically. For a SDOF system with a given initial period and strength level, the flag‐shaped hysteretic behaviour i

EXPERIMENTAL STUDY OF FPS SYSTEM IN BRID
EXPERIMENTAL STUDY OF FPS SYSTEM IN BRIDGE SEISMIC ISOLATION
✍ TSOPELAS, P.; CONSTANTINOU, M. C.; KIM, Y. S.; OKAMOTO, S. πŸ“‚ Article πŸ“… 1996 πŸ› John Wiley and Sons 🌐 English βš– 766 KB

An experimental study of a seismically isolated and a comparable non-isolated bridge is presented. The bridge model featured flexible piers, weighed 158 k N and was tested on a shake table with an array of real and simulated seismic motions with peak acceleration in the range 0.1-ldy. When isolated,