Skip to content
RDL
Network
Ekosistem
Uygulama değiştir
EN
Hakkımızda
SSS
Giriş yap
Başla
Nonlinear structural control using integrated DDA/ISMP and semi-active tuned mass damper — Kaveh Karami (2018) | RDL Network
Back
Cite
Save
Save for later
Share
Home
Publications
Nonlinear structural control using integrated DDA/ISMP and semi-active tuned mass damper
Shared by
Satish Nagarajaiah
Rice University
Nonlinear structural control using integrated DDA/ISMP and semi-active tuned mass damper
Article
2018
en
Authors
+1 more
KK
Kaveh Karami
SM
Salar Manie
KG
Khatib Ghafouri
Discussion
(0)
Sign in
to like and join the discussion.
No comments yet. Be the first to comment.
Related publications
Article
2016
Developing a smart structure using integrated DDA/ISMP and semi-active variable stiffness device
Kaveh Karami
,
Satish Nagarajaiah
,
Fereidoun Amini
Article
2023
Bi-directional semi-active tuned mass damper for torsional asymmetric structural seismic response control
Liangkun Wang
,
Ying Zhou
,
Satish Nagarajaiah
,
Weixing Shi
Article
2012
Using a Semi-Active Tuned Mass Damper to Limit the Motion of a Nonlinear Absorber and Attenuate Structural Vibrations
R. Parker Eason
,
Chao Sun
,
Andrew J. Dick
,
Satish Nagarajaiah
Article
2012
Attenuation of a linear oscillator using a nonlinear and a semi-active tuned mass damper in series
R. Parker Eason
,
Chao Sun
,
Andrew J. Dick
,
Satish Nagarajaiah
Article
2014
Experimental investigation of vibration attenuation using nonlinear tuned mass damper and pendulum tuned mass damper in parallel
Chao Sun
,
Satish Nagarajaiah
,
Andrew J. Dick
Discussion(0)
No comments yet. Be the first to comment.