1 |
Adhikari, S. (2000), "Damping models for structural vibration", Ph.D. Dissertation, Cambridge University, Cambridge.
|
2 |
Adihikari, S. and Woodhous, J. (2001), "Identification of damping: Part 1, viscous damping", J. Sound Vib., 243(1), 43-61.
DOI
|
3 |
Bozdogan, K.B. (2012), "Differential quadrature method for free vibration analysis of coupled shear walls", Struct. Eng. Mech., 41(1), 67-81.
DOI
|
4 |
Capsoni, A., Vigano, G.M. and and Bani-Hani, K. (2013), "On damping effects in Timoshenko beams", Int. J. Mech. Sci., 73, 27-39.
DOI
|
5 |
Chen, W.R. (2011), "Bending vibration of axially loaded Timoshenko beams with locally distributed kelvinvoigt damping", J. Sound Vib., 330(13), 3040-3056.
DOI
|
6 |
Christopoulos, C. and Montgomery, M. (2013), "Viscoelastic coupling damper (VCD) for enhanced dynamic performance of high-rise buildings", Earthq. Eng. Struct. Dyn., 12(15), 2217-2233.
|
7 |
De Silva, C.W. (2007), Vibration Damping Control and Design, CRC Press, Taylor and Francis Group, Boca Raton, Floria, USA.
|
8 |
Dym, C.L. and Williams H.E. (2007), "Estimating fundamental frequencies of tall buildings", J. Struct. Eng., 135(9), 1479-1483.
|
9 |
Faridani, H.M. and Capsoni, A. (2014), "An innovative approach to model dissipation mechanism in coupled shear walls", Proceedings of the 9th International Conference on Structural Dynamics, EURODYN 2014, Porto, Portugal, June-July.
|
10 |
Huang, X. and Zhu, H.P. (2013), "Optimal arrangement of viscoelastic dampers for seismic control of adjacent shear-type structures", Appl. Phys. Eng., 14(1), 47-60.
|
11 |
Hwang, J.S., Tsai, C.H., Wang, S.J. and Huang, Y.N. (2006), "Experimental study of RC building structures with supplemental viscous dampers and lightly reinforced walls", Eng. Struct., 28, 1816-1824.
DOI
|
12 |
Hwang, J.S., Huang, Y.N., Yi, S.L. and Ho S.Y. (2008), "Design formulations for supplemental viscous dampers to building structures", J. Struct. Eng., 134(1), 22-31.
DOI
|
13 |
Kayacik, O., Bruch, J.C., Sloss, J.M., Adali, S. and Sadekm I.S. (2008), "Integral equation approach for piezo patch vibration control of beams with various types of damping", Comput. Struct., 86(3-5), 357-366.
DOI
|
14 |
Keel, C.J. and Mahmoodi, P. (1986), "Designing of viscoelastic dampers for Columbia Center building", ASCE, Building Motion in Wind, Seattle, USA.
|
15 |
Kocaturk, T. and Simsek, M. (2006), "Dynamic analysis of eccentrically prestressed viscoelastic Timoshenko beams under a moving harmonic force", Comput. Struct., 84(31-32), 2113-2127.
DOI
|
16 |
Marko, J., Thambiratnam, D. and Perera, N. (2004), "Influence of damping systems on building structures subject to seismic effects", Eng. Struct., 26(13), 1939-1956.
DOI
|
17 |
Lavan, O. (2012), "On the efficiency of viscous dampers in reducing various seismic responses of wall structures", Earthq. Eng. Struct. Dyn., 41(12), 1673-1692.
DOI
|
18 |
Madsen, L., Thambiratnam, D. and Perera, N. (2003), "Seismic response of building structures with dampers in shear walls", Comput. Struct., 81, 239-253.
DOI
|
19 |
Mahmoodi, P., Robertson, L.E., Yontar, M., Moy, C. and Feld, I. (1987), "Performance of viscoelastic dampers in World Trade Center towers", Structures Congress on Dynamics of Structures, Orlando, USA.
|
20 |
Miranda, E. and Taghavi, SH. (2005), "Approximate floor acceleration demands in multistory buildings. I: formulation", J. Struct. Eng., 131(2), 203-211.
DOI
|
21 |
Muravskii, G.B. (2004), "On frequency independent damping", J. Sound Vib., 274(3-5), 653-668.
DOI
|
22 |
Tsai, T.C., Tsau, J.H. and Chen, C.S. (2009), "Vibration analysis of a beam with partially distributed internal viscous damping", Int. J. Mech. Sci., 51(11-12), 907-914.
DOI
|
23 |
Potzta, G. and Kollar, L.P. (2003), "Analysis of building structures by replacement sandwich beams", Int. J. Solid. Struct., 40(3), 535-553.
DOI
|
24 |
Silvestri, S and Trombetti, T. (2007), "Physical and numerical approaches for the optimal insertion of seismic viscous dampers in shear-type structures", J. Earthq. Eng., 11(5), 787-828.
DOI
|
25 |
Smith, B.S. and Coull, A. (1991), Tall Building Structures: Analysis and Design, John Wily & Sons, New York, USA.
|
26 |
Taghavi, S.H. and Miranda, E. (2005), "Approximate floor acceleration demands in multistory buildings. II: applications", J. Struct. Eng., 131(2), 212-220.
DOI
|
27 |
Soong, T.T. and Dargush, G.F. (1997), Passive Energy Dissipation Systems in Structural Engineering, Wiley Company, New York, USA.
|
28 |
Sullivan, T.J. and Lago, A. (2010), "Retrofit of RC wall buildings using viscous dampers", Proceeding of the 14th European Conference on Earthquake Engineering, Ohrid, Republic of Macedonia.
|
29 |
Takabatake, H. (2010), "Two-dimensional rod theory for approximate analysis of building structures", Earthq. Struct., 1(1), 1-19.
DOI
|
30 |
Takewaki, I. (2009), Building Control with Passive Dampers: Optimal Performance-based Design for Earthquakes, John Wiley & Sons Ltd., Singapore.
|
31 |
Trombetti, T. and Silvestri, S. (2004), "Added viscous dampers in shear-type structures: the effectiveness of mass proportional damping", J. Earthq. Eng., 8(2), 275-313.
DOI
|
32 |
Trombetti, T. and Silvestri, S. (2006), "On the modal damping ratios of shear-type structures equipped with Rayleigh damping systems", J. Sound Vib., 292, 21-58.
DOI
|
33 |
Tarjan, G. and Kollar, LP. (2004), "Approximate analysis of building structures with identical stories subjected to earthquake", Int. J. Solid. Struct., 41(5), 1411-1433.
DOI
|
34 |
Zalka, K.A. (2001), "A simplified method for calculation of the natural frequencies of wall-frame buildings", Eng. Struct., 23(12), 1544-1555.
DOI
|
35 |
Zalka, A.K. (2012), Structural Analysis of Regular Multi-Storey Buildings, CRC Press, Taylor & Francis Group, Boca Raton, Floria, USA.
|
36 |
Zarubinskaya, M.A. and Van Horssen, W.T. (2005), "On an improved elastic dissipation model for a cantilevered beam", Quart. Appl. Math., 63(4), 681-690.
DOI
|