1 |
Lee, C.L., Chen, Y.T., Chung, L.L. and Wang, Y.P. (2006), "Optimal design theories and applications of tuned mass dampers", Eng. Struct., 28(1), 43-53.
DOI
|
2 |
Lewandowski, R. and Grzymislawska, J. (2009), "Dynamic analysis of structures with multiple tuned mass dampers", J. Civil Eng. Manage., 15(1), 77-86.
DOI
|
3 |
Li, C. (2000), "Performance of multiple tuned mass dampers for attenuating undesirable oscillations of structures under the ground acceleration", Earthq. Eng. Struct. Dyn., 29(9), 1405-1421.
DOI
|
4 |
Li, C. (2002), "Optimum multiple tuned mass dampers for structures under the ground acceleration based on DDMF and ADMF", Earthq. Eng. Struct. Dyn., 31(4), 897-919.
DOI
|
5 |
Li, C. and Cao, B. (2015), "Hybrid active tuned mass dampers for structures under the ground acceleration", Struct. Contr. Health Monitor., 22(4), 757-773.
DOI
|
6 |
Li, C. and Liu, Y. (2003), "Optimum multiple tuned mass dampers for structures under the ground acceleration based on the uniform distribution of system parameters", Earthq. Eng. Struct. Dyn., 32(5), 671-690.
DOI
|
7 |
Liao, W.C. (2010), Performance-Based Plastic Design of Earthquake Resistant Reinforced Concrete Moment Frames, ProQuest, UMI Dissertations Publishing.
|
8 |
Lu, X. and Chen, J. (2011), "Parameter optimization and structural design of tuned mass damper for Shanghai centre tower", Struct. Des. Tall Spec. Build., 20(4), 453-471.
DOI
|
9 |
McNamara, R.J. (1977), "Tuned mass dampers for buildings", J. Struct. Eng., 103(9), 1785-1798.
|
10 |
Mevada, S.V. (2015), Seismic Response Control of Multi-Story Asymmetric Building Installed with Dampers, Springer.
|
11 |
Mihailo, D., Maria, I. and Tzong, Y.H. (2001), Full-Scale Experimental Studies of Soil-Structure Interaction.
|
12 |
Mohebbi, M., Dabbagh, H.R., Moradpour, S., Shakeri, K. and Tarbali, K. (2015), "DGA-based approach for optimal design of active mass damper for nonlinear structures considering ground motion effect", Smart Mater. Struct., 24(4), 045017.
DOI
|
13 |
Mortezaie, H. and Rezaie, F. (2018), "18628.Optimization and evaluation of three-dimensional high-rise concrete structure equipped by TMD with considering the soil-structure interaction effect", J. Vibroeng., In Press.
|
14 |
Nigdeli, S.M. and Bekdas, G. (2013), "Optimum tuned mass damper design for preventing brittle fracture of RC buildings", Smart Struct. Syst., 12(2), 137-155.
DOI
|
15 |
Lu, X. and Chen, J. (2011), "Mitigation of wind-induced response of Shanghai center tower by tuned mass damper", Struct. Des. Tall Spec. Build., 20(4), 435-452.
DOI
|
16 |
Nigdeli, S.M. and Bekdas, G. (2014), "Optimum tuned mass damper approaches for adjacent structures", Earthq. Struct., 7(6), 1071-1091.
DOI
|
17 |
Nigdeli, S.M. and Bekdas, G. (2017), "Optimum tuned mass damper design in frequency domain for structures", KSCE J. Civil Eng., 21(3), 912-922.
DOI
|
18 |
Pinkaew, T., Lukkunaprasit, P. and Chatupote, P. (2003), "Seismic effectiveness of tuned mass dampers for damage reduction of structures", Eng. Struct., 25(1), 39-46.
DOI
|
19 |
Rezaie, F. and Mortezaie, H. (2017), "Considering the soil effects on design process of performance-based plastic design for reinforced concrete structures", Civil Eng. Infrastruct. J., 50(2), 205-219.
|
20 |
Pourzeynali, S., Salimi, S. and Kalesar, H.E. (2013), "Robust multi-objective optimization design of TMD control device to reduce tall building responses against earthquake excitations using genetic algorithms", Sci. Iran., 20(2), 207-221.
|
21 |
Sgobba, S. and Marano, G.C. (2010), "Optimum design of linear tuned mass dampers for structures with nonlinear behaviour", Mech. Syst. Sign. Proc., 24(6), 1739-1755.
DOI
|
22 |
Shooshtari, M. and Mortezaie, H. (2012). "Performance improvement of tall reinforced concrete structures with multiple tuned mass dampers (MTMD)", Proceedings of the 15th World Conference on Earthquake Engineering.
|
23 |
Shooshtari, M. and Mortezaie, H. (2017), "2381. Effect of using linear multiple tuned mass dampers on concrete structures with hysteresis behavior", J. Vibroeng., 19(2), 1158-1172.
DOI
|
24 |
Sladek, J.R. and Klingner, R.E. (1983), "Effect of tuned-mass dampers on seismic response", J. Struct. Eng., 109(8), 2004-2009.
DOI
|
25 |
Tabatabaiefar, H.R., Fatahi, B., Ghabraie, K. and Zhou, W. (2015), "Evaluation of numerical procedures to determine seismic response of structures under influence of soil-structure interaction", Struct. Eng. Mech., 56(1), 27-47.
DOI
|
26 |
Takewaki, I. (2000), "Soil-structure random response reduction via TMD-VD simultaneous use", Comput. Meth. Appl. Mech. Eng., 190(5), 677-690.
DOI
|
27 |
Tsai, H.C. and Lin, G.C. (1993), "Optimum tuned-mass dampers for minimizing steady-state response of support-excited and damped systems", Earthq. Eng. Struct. Dyn., 22(11), 957-973.
DOI
|
28 |
Wang, J.F. and Lin, C.C. (2005), "Seismic performance of multiple tuned mass dampers for soil-irregular building interaction systems", Int. J. Sol. Struct., 42(20), 5536-5554.
DOI
|
29 |
Venture, S.J. (2000), FEMA-356 Prestandard and commentary for seismic rehabilitation of buildings, Federal Emergency Management Agency, California, U.S.A.
|
30 |
Wang, A.P., Fung, R.F. and Huang, S.C. (2001), "Dynamic analysis of a tall building with a tuned-mass-damper device subjected to earthquake excitations", J. Sound Vibr., 244(1), 123-136.
DOI
|
31 |
Warburton, G.B. (1982), "Optimum absorber parameters for various combinations of response and excitation parameters", Earthq. Eng. Struct. Dyn., 10(3), 381-401.
DOI
|
32 |
Warburton, G.B. and Ayorinde, E.O. (1980), "Optimum absorber parameters for simple systems", Earthq. Eng. Struct. Dyn., 8(3), 197-217.
DOI
|
33 |
Wolf, J.P. and Deeks, A.J. (2004), Foundation Vibration Analysis: A Strength of Materials Approach, Butterworth-Heinemann.
|
34 |
Wong, K.K.F. and Harris, J.L. (2010), "Seismic damage and fragility analysis of structures with tuned mass dampers based on plastic energy", Struct. Des. Tall Spec. Build.
|
35 |
Wong, K.K.F. and Johnson, J. (2009), "Seismic energy dissipation of inelastic structures with multiple tuned mass dampers", J. Eng. Mech., 135(4), 265-275.
DOI
|
36 |
Xu, K. and Igusa, T. (1992), "Dynamic characteristics of multiple substructures with closely spaced frequencies", Earthq. Eng. Struct. Dyn., 21(12), 1059-1070.
DOI
|
37 |
Abe, M. and Fujino, Y. (1994), "Dynamic characterization of multiple tuned mass dampers and some design formulas", Earthq. Eng. Struct. Dyn., 23(8), 813-835.
DOI
|
38 |
Yamaguchi, H. and Harnpornchai, N. (1993), "Fundamental characteristics of multiple tuned mass dampers for suppressing harmonically forced oscillations", Earthq. Eng. Struct. Dyn., 22(1), 51-62.
DOI
|
39 |
Zhang, Z. and Balendra, T. (2013), "Passive control of bilinear hysteretic structures by tuned mass damper for narrow band seismic motions", Eng. Struct., 54, 103-111.
DOI
|
40 |
(FEMA), F.E.M.A. (2009), Quantification of Building Seismic Performance Factors, FEMA P695, Washington, U.S.A.
|
41 |
Aguirre, J. and Almzan, J. (2014), Optimum Seismic Design of Nonlinear Asymmetric Structures Controlled by Large Tuned Mass Dampers.
|
42 |
Bekdas, G. and Nigdeli, S.M. (2017), "Metaheuristic based optimization of tuned mass dampers under earthquake excitation by considering soil-structure interaction", Soil Dyn. Earthq. Eng., 92, 443-461.
DOI
|
43 |
ASCE (2010), Minimum Design Loads for Buildings and Other Structures: ASCE Standard 7-10, American Society of Civil Engineers.
|
44 |
Bakre, S. and Jangid, R. (2004), "Optimum multiple tuned mass dampers for base-excited damped main system", Int. J. Struct. Stab. Dyn., 4(4), 527-542.
DOI
|
45 |
Bakre, S.V. and Jangid, R.S. (2007), "Optimum parameters of tuned mass damper for damped main system", Struct. Contr. Health Monitor., 14(3), 448-470.
DOI
|
46 |
Bayat, M.R. (2010), Performance-Based Plastic Design of Earthquake Resistant Steel Structures: Concentrically Braced Frames, Tall Moment Frames, Plate Shear Wall Frames, The University of Texas at Arlington, U.S.A.
|
47 |
Bekdas, G. and Nigdeli, S.M. (2013), "Mass ratio factor for optimum tuned mass damper strategies", Int. J. Mech. Sci., 71, 68-84.
DOI
|
48 |
Chung, L.L., Wu, L.Y., Yang, C.S.W., Lien, K.H., Lin, M.C. and Huang, H.H. (2013), "Optimal design formulas for viscous tuned mass dampers in wind-excited structures", Struct. Contr. Health Monitor., 20(3), 320-336.
DOI
|
49 |
Farshidianfar, A. and Soheili, S. (2013), "Ant colony optimization of tuned mass dampers for earthquake oscillations of high-rise structures including soil-structure interaction", Soil Dyn. Earthq. Eng., 51, 14-22.
DOI
|
50 |
AS1170.4 (2007), Structural Design Actions-Earthquake Actions in Australia, Standards Australia, Australia.
|
51 |
Hadi, M.N.S. and Arfiadi, Y. (1998), "Optimum design of absorber for MDOF structures", J. Struct. Eng., 124(11), 1272-1280.
DOI
|
52 |
Fatahi, B., Tabatabaiefar, H.R. and Samali, B. (2011), "Performance based assessment of dynamic soil-structure interaction effects on seismic response of building frames", Proceedings of the Georisk 2011-Geotechnical Risk Assessment & Management (Geotechnical Special Publication No. 224), 344-351.
|
53 |
FEMA (1997), 273: NEHRP Guidelines for the Seismic Rehabilitation of Buildings, Federal Emergency Management Agency.
|
54 |
Ghosh, A. and Basu, B. (2004), "Effect of soil interaction on the performance of tuned mass dampers for seismic applications", J. Sound Vibr., 274(3), 1079-1090.
DOI
|
55 |
Goel, S.C. and Chao, S.H. (2008), Performance-Based Plastic Design: Earthquake-Resistant Steel Structures, International Code Council, Country Club Hills, Illinois, U.S.A.
|
56 |
Greco, R. and Marano, G.C. (2013), "Optimum design of Tuned Mass Dampers by displacement and energy perspectives", Soil Dyn. Earthq. Eng., 49, 243-253.
DOI
|
57 |
Haselton, C.B. (2007), Assessing Seismic Collapse Safety of Modern Reinforced Concrete Moment Frame Buildings, Stanford University, U.S.A.
|
58 |
Jangid, R.S. (1999), "Optimum multiple tuned mass dampers for base-excited undamped system", Earthq. Eng. Struct. Dyn., 28(9), 1041-1049.
DOI
|
59 |
Jangid, R.S. and Datta, T.K. (1997), "Performance of multiple tuned mass dampers for torsionally coupled system", Earthq. Eng. Struct. Dyn., 26(3), 307-317.
DOI
|
60 |
Kareem, A. and Kline, S. (1995), "Performance of multiple mass dampers under random loading", J. Struct. Eng., 121(2), 348-361.
DOI
|
61 |
Khoshnoudian, F., Ziaei, R. and Ayyobi, P. (2016), "Effects of nonlinear soil-structure interaction on the seismic response of structure-TMD systems subjected to near-field earthquakes", Bullet. Earthq. Eng., 1-28.
|
62 |
Kaynia, A.M., Biggs, J.M. and Veneziano, D. (1981), "Seismic effectiveness of tuned mass dampers", J. Struct. Eng., 107(8), 1465-1484.
|
63 |
Khatibinia, M., Gholami, H. and Labbafi, S. (2016), "Multiobjective optimization of tuned mass dampers considering soilstructure interaction", Int. J. Optim. Civil Eng., 6(4), 595-610.
|