RESPONSE OF IMPACT DAMPERS WITH GRANULAR-MATERIALS UNDER RANDOM-EXCITATION

Citation
A. Papalou et Sf. Masri, RESPONSE OF IMPACT DAMPERS WITH GRANULAR-MATERIALS UNDER RANDOM-EXCITATION, Earthquake engineering & structural dynamics, 25(3), 1996, pp. 253-267
Citations number
52
Categorie Soggetti
Engineering, Civil
ISSN journal
00988847
Volume
25
Issue
3
Year of publication
1996
Pages
253 - 267
Database
ISI
SICI code
0098-8847(1996)25:3<253:ROIDWG>2.0.ZU;2-Q
Abstract
This paper presents the results of an experimental and analytical stud y of the performance of granular material dampers with tungsten powder , as an impacting mass, under wide-band random excitation. The influen ce of some of the major system parameters such as the total auxiliary mass ratio, container dimensions and intensity of the excitation are i nvestigated using a small building model under base excitation. An app roximate analytical solution based on the concept of an equivalent sin gle-unit impact damper is presented. Comparison between the experiment al and analytical results shows that, with the proper use of the equiv alent single-particle impact damper approach, reasonably accurate esti mates of the rms response of a primary system under stationary random excitation can be obtained.