1 |
Dyke SJ. Current Directions in Structural Control in the US. 9th World Seminar on Seismic Isolation. Energy Dissipation and Active Vibration Control of Structures. Kobe, Japan. 2005;1-22.
|
2 |
Setareh M, Ritchey JK, Baxter AJ, Murray TM. Pendulum tuend mass dampers for floor vibration control. ASCE. Journal of Performance of Constructed Facilities. 2006 Feb;20(1):64-73.
DOI
|
3 |
Huang H, Mosalam KM, Chang WH. Adaptive tuned mass damper with shape memory alloy for seismic application. Engineering Structures. Elsevier. 2020 Nov;223:111171.
DOI
|
4 |
Wang X, Wang D, Xu Z, Wang T, Fu G, Lu C. Experimental study of the semi-active mass damper under impulse excitation. Review of Scientific Instruments. 2022 Jan;93(1).
|
5 |
Kim GC, Kwak CS. Application of MR damper for vibration control of floor slab. Journal of the Korean Association for Spatial Structures. 2006 Jan;6(3):2002 Apr [cited 2007 Jan 8];8(1):61-69.
|
6 |
Sadek F, Mohraz B, Taylor AW, Chung RM. A method of estimating the parameters of tuned mass dampers for seismic applications. Earthquake Engng Struct. Dyn. 1997 Jun;26(6):617-635.
DOI
|
7 |
Khoury OE, Adeli H. Recent Advances on Vibration Control of Structures under D ynamic Loading. Archives of Computational Methods in Eng. 2013 Dec;20(4):353-360.
DOI
|
8 |
Bitraf M, Hurlebaus S, Barrosoi LR. Active and Semi-active Adaptive Control for Undamaged and Damaged Building Structures under Seismic Load. Computer-Aided Civil and Infrastructure Eng. 2012 Jan;27(1):48-64.
DOI
|
9 |
Ko AR, Lee CH, Kim SY. Enhancing Robustness of floor vibration control by using asymmetric tuned mass damper. Journal of the Korean Society of Steel Construction. 2014 Jun;26(3):177-189.
DOI
|
10 |
Frahm H. Device for damping vibrations of bodies. U.S. Patent. 989;9528.
|
11 |
Angelis MD, Perno S, Reggio A. Dynamic response and optimal design of structures with large mass ratio TMD. Earthquake Engng Struct. Dyn. 2012;41:41-60.
DOI
|