1 K. Fujii, "Wind-induced vibration of tower and practical applications of tuned sloshing damper" Elsevier BV 33 (33): 263-272, 1990
2 X. G. Hua, "Wind-induced responses and dynamic characteristics of a super-tall building under a typhoon event" 국제구조공학회 25 (25): 81-96, 2020
3 Ferrareto A. Johann, "Wind-induced motion on tall buildings: A comfort criteria overview" Elsevier BV 142 : 26-42, 2015
4 Young-Moon Kim, "Wind-induced excitation control of a tall building with tuned mass dampers" Wiley 17 (17): 669-682, 2008
5 Tracy Kijewski-Correa, "Validating Wind-Induced Response of Tall Buildings: Synopsis of the Chicago Full-Scale Monitoring Program" American Society of Civil Engineers (ASCE) 132 (132): 1509-1523, 2006
6 B. Samali, "Use of viscoelastic dampers in reducing wind- and earthquake-induced motion of building structures" Elsevier BV 17 (17): 639-654, 1995
7 Q.S. Li, "Typhoon effects on super-tall buildings" Elsevier BV 313 (313): 581-602, 2008
8 Tadashi Nagase, "Tuned-pendulum mass damper installed in crystal tower" Wiley 1 (1): 35-56, 1992
9 McNamara, R.J., "Tuned mass dampers for buildings" 103 (103): 1785-1798, 1977
10 Alan P. Jeary, "The description and measurement of nonlinear damping in structures" Elsevier BV 59 (59): 103-114, 1996
1 K. Fujii, "Wind-induced vibration of tower and practical applications of tuned sloshing damper" Elsevier BV 33 (33): 263-272, 1990
2 X. G. Hua, "Wind-induced responses and dynamic characteristics of a super-tall building under a typhoon event" 국제구조공학회 25 (25): 81-96, 2020
3 Ferrareto A. Johann, "Wind-induced motion on tall buildings: A comfort criteria overview" Elsevier BV 142 : 26-42, 2015
4 Young-Moon Kim, "Wind-induced excitation control of a tall building with tuned mass dampers" Wiley 17 (17): 669-682, 2008
5 Tracy Kijewski-Correa, "Validating Wind-Induced Response of Tall Buildings: Synopsis of the Chicago Full-Scale Monitoring Program" American Society of Civil Engineers (ASCE) 132 (132): 1509-1523, 2006
6 B. Samali, "Use of viscoelastic dampers in reducing wind- and earthquake-induced motion of building structures" Elsevier BV 17 (17): 639-654, 1995
7 Q.S. Li, "Typhoon effects on super-tall buildings" Elsevier BV 313 (313): 581-602, 2008
8 Tadashi Nagase, "Tuned-pendulum mass damper installed in crystal tower" Wiley 1 (1): 35-56, 1992
9 McNamara, R.J., "Tuned mass dampers for buildings" 103 (103): 1785-1798, 1977
10 Alan P. Jeary, "The description and measurement of nonlinear damping in structures" Elsevier BV 59 (59): 103-114, 1996
11 Denise-Penelope N. Kontoni, "TMD effectiveness for steel high-rise building subjected to wind or earthquake including soil-structure interaction" 한국풍공학회 30 (30): 423-432, 2020
12 Tracy Kijewski-Correa, "SmartSync: An Integrated Real-Time Structural Health Monitoring and Structural Identification System for Tall Buildings" American Society of Civil Engineers (ASCE) 139 (139): 1675-1687, 2013
13 A. J. Roffel, "Results from a Full-Scale Study on the Condition Assessment of Pendulum Tuned Mass Dampers" American Society of Civil Engineers (ASCE) 142 (142): 04015096-, 2016
14 Beijing International, "Permanent Olympic Symbol Marks Beijing's New Landmark" Beijing International
15 Zili Zhang, "Performance evaluation of full-scale tuned liquid dampers (TLDs) for vibration control of large wind turbines using real-time hybrid testing" Elsevier BV 126 : 417-431, 2016
16 Y.L. Guo, "Performance evaluation of Canton Tower under winds based on full-scale data" Elsevier BV 104-106 : 116-128, 2012
17 Namcheol Kang, "Performance Evaluation of TMD under Typhoon Using System Identification and Inverse Wind Load Estimation" Wiley 27 (27): 455-473, 2012
18 Olympic News, "Olympic rings join the Beijing skyline; International Olympic Committee, Lausanne, Suisse"
19 Yinghou He, "Monitoring of wind effects on 600 m high Ping-An Finance Center during Typhoon Haima" Elsevier BV 167 : 308-326, 2018
20 Rune Brincker, "Modal identification of output-only systems using frequency domain decomposition" IOP Publishing 10 (10): 441-445, 2001
21 A. K. Ghorbani-Tanha, "Mitigation of wind-induced motion of Milad Tower by tuned mass damper" Wiley 18 (18): 371-385, 2009
22 Ahsan Kareem, "Mitigation of motions of tall buildings with specific examples of recent applications" 테크노프레스 2 (2): 201-251, 1999
23 Ilaria Venanzi, "Life-cycle-cost optimization for the wind load design of tall buildings equipped with TMDs" 한국풍공학회 30 (30): 379-392, 2020
24 Zhiguang Zhou, "Influence of soil-structure interaction on performance of a super tall building using a new eddy-current tuned mass damper" Wiley 27 (27): e1501-, 2018
25 Xin Chen, "Improving the wind‐induced human comfort of the Beijing Olympic Tower by a double‐stage pendulum tuned mass damper" Wiley 29 (29): 2020
26 Engineering News Records, "Hancock Tower now to get dampers"
27 Q.S. Li, "Full-scale monitoring of typhoon effects on super tall buildings" Elsevier BV 20 (20): 697-717, 2005
28 K.C.S. Kwok, "Full-scale measurements of wind-induced acceleration response of Sydney Tower" Elsevier BV 12 (12): 153-162, 1990
29 J.Y. Fu, "Full-scale measurements of wind effects on Guangzhou West Tower" Elsevier BV 35 : 120-139, 2012
30 Ohtake, K., "Full-scale Measurements of Wind Actions on Chiba Port Tower" 43 (43): 2225-2236, 1992
31 Robert J. McNamara, "Fluid viscous dampers for high-rise buildings" Wiley 12 (12): 145-154, 2003
32 Jiming Xie, "Exploratory study on wind-adaptable design for super-tall buildings" 한국풍공학회 29 (29): 489-497, 2019
33 Gu Ming, "Experimental study on wind loading on a complicated group-tower" Elsevier BV 26 (26): 1142-1154, 2010
34 Q. S. Li, "Dynamic Behavior of Taipei 101 Tower: Field Measurement and Numerical Analysis" American Society of Civil Engineers (ASCE) 137 (137): 143-155, 2011
35 Ronaldo C. Battista, "Double controller of wind induced bending oscillations in telecom towers" 국제구조공학회 21 (21): 99-111, 2018
36 H. Cao, "Design of an active mass damper for a tall TV tower in Nanjing, China" Elsevier BV 20 (20): 134-143, 1998
37 Tamura, Y., "Damping in buildings and estimation techniques" 347-376, 2013
38 Y. L. Xu, "Control of Wind-Excited Truss Tower Using Semiactive Friction Damper" American Society of Civil Engineers (ASCE) 127 (127): 861-868, 2001
39 Peter A. Irwin, "Bluff body aerodynamics in wind engineering" Elsevier BV 96 (96): 701-712, 2008
40 Christian Meinhardt, "Application of a 245 metric ton Dual-Use Active TMD System" Elsevier BV 199 : 1719-1724, 2017