1 |
Mortezaie, H. and Rezaie, F. (2018a), "Effect of soil in controlling the seismic response of three-dimensional PBPD high-rise concrete structures", Struct. Eng. Mech., Int. J., 66(2), 217-227. https://doi.org/10.12989/sem.2018.66.2.217
DOI
|
2 |
Salvi, J., Pioldi, F. and Rizzi, E. (2018), "Optimum tuned mass dampers under seismic soil-structure interaction", Soil Dyn. Earthq. Eng., 114, 576-597. https://doi.org/10.1016/j.soildyn.2018.07.014
DOI
|
3 |
Sgobba, S. and Marano, G.C. (2010), "Optimum design of linear tuned mass dampers for structures with nonlinear behaviour", Mech. Syst. Signal Process., 24(6), 1739-1755. https://doi.org/10.1016/j.ymssp.2010.01.009
DOI
|
4 |
Singh, M.P., Singh, S. and Moreschi, L.M. (2002), "Tuned mass dampers for response control of torsional buildings", Earthq. Eng. Struct. Dyn., 31(4), 749-769. https://doi.org/10.1002/eqe.119
DOI
|
5 |
Moehle, J.P., Hooper, J.D. and Lubke, C.D. (2008), "Seismic design of reinforced concrete special moment frames: a guide for practicing engineers", In: NEHRP Seismic Design Technical Brief No. 1, National Institute of Standards and Technology, U.S. Department of Commerce.
|
6 |
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. https://doi.org/10.1016/j.soildyn.2013.04.002
DOI
|
7 |
Nigdeli, S.M. and Boduroglu, M.H. (2013), "Active tendon control of torsionally irregular structures under near-fault ground motion excitation", Comput.-Aided Civil Infrastr. Eng., 28(9), 718-736. https://doi.org/10.1111/mice.12046
DOI
|
8 |
Liu, M.-Y., Chiang, W.-L., Hwang, J.-H. and Chu, C.-R. (2008), "Wind-induced vibration of high-rise building with tuned mass damper including soil-structure interaction", J. Wind Eng. Indust. Aerodyn., 96(6), 1092-1102. https://doi.org/10.1016/j.jweia.2007.06.034
DOI
|
9 |
Aguirre, J.J. and Almazan, J.L. (2015), "Damage potential reduction of optimally passive-controlled nonlinear structures", Eng. Struct., 89, 130-146. https://doi.org/10.1016/j.engstruct.2015.01.009
DOI
|
10 |
Abd-Elhamed, A. and Mahmoud, S. (2019), "Simulation analysis of TMD controlled building subjected to far-and near-fault records considering soil-structure interaction", J. Build. Eng., 26, 100930. https://doi.org/10.1016/j.jobe.2019.100930
DOI
|
11 |
ASCE (2013), Minimum design loads for buildings and other structures, Amer Society of Civil Engineers. https://doi.org/10.1061/9780784412916
DOI
|
12 |
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. https://doi.org/10.1016/j.soildyn.2016.10.019
DOI
|
13 |
Mortezaie, H. and Rezaie, F. (2018b), "Optimization and evaluation of three-dimensional high-rise concrete structure equipped by TMD with considering the soil-structure interaction effect", J. Vibroeng., 20(5), 2099-2110. https://doi.org/10.21595/jve.2017.18628
DOI
|
14 |
Comartin, C.D., Niewiarowski, R.W., Freeman, S.A. and Turner, F.M. (2000), "Seismic evaluation and retrofit of concrete buildings: a practical overview of the ATC 40 Document", Earthq. Spectra, 16(1), 241-261. https://doi.org/10.1193/1.1586093
DOI
|
15 |
FEMA, A. (2005), "440, Improvement of nonlinear static seismic analysis procedures", FEMA-440, Redwood City.
|
16 |
Ghosh, A. and Basu, B. (2004), "Effect of soil interaction on the performance of tuned mass dampers for seismic applications", J. Sound Vib., 274(3), 1079-1090. https://doi.org/10.1016/j.jsv.2003.09.060
DOI
|
17 |
Spencer Jr, B. and Nagarajaiah, S. (2003), "State of the art of structural control", J. Struct. Eng., 129(7), 845-856. https://doi.org/10.1061/(ASCE)0733-9445(2003)129:7(845)
DOI
|
18 |
Tse, K., Kwok, K. and Tamura, Y. (2012), "Performance and cost evaluation of a smart tuned mass damper for suppressing wind-induced lateral-torsional motion of tall structures", J. Struct. Eng., 138(4), 514-525. https://doi.org/10.1061/(ASCE)ST.1943-541X.0000486
DOI
|
19 |
Ghannad, M.A. and Jafarieh, A.H. (2014), "Inelastic displacement ratios for soil-structure systems allowed to uplift", Earthq. Eng. Struct. Dyn., 43(9), 1401-1421. https://doi.org/10.1002/eqe.2405
DOI
|
20 |
Wang, J.-F. and Lin, C.-C. (2005), "Seismic performance of multiple tuned mass dampers for soil-irregular building interaction systems", Int. J. Solids Struct., 42(20), 5536-5554. https://doi.org/10.1016/j.ijsolstr.2005.02.042
DOI
|
21 |
Aguirre, J. and Almzan, J. (2014), "Optimum seismic design of nonlinear asymmetric structures controlled by large tuned mass dampers", Proceedings of the 10th US National Conference on Earthquake Engineering Frontiers of Earthquake Engineering, anchorage, AL, USA, July.
|
22 |
Fajfar, P. (2000), "A nonlinear analysis method for performance-based seismic design", Earthq. spectra, 16(3), 573-592. https://doi.org/10.1193/1.1586128
DOI
|
23 |
Gerges, R.R. and Vickery, B.J. (2005), "Optimum design of pendulum-type tuned mass dampers", Struct. Des. Tall Special Build., 14(4), 353-368. https://doi.org/10.1002/tal.273
DOI
|
24 |
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. https://doi.org/10.1016/j.soildyn.2013.02.013
DOI
|
25 |
Jafarieh, A.H. and Ghannad, M.A. (2014), "The effect of foundation uplift on elastic response of soil-structure systems", Int. J. Civil Eng., 12(2), 146-157.
|
26 |
Khoshnoudian, F., Ziaei, R. and Ayyobi, P. (2017), "Effects of nonlinear soil-structure interaction on the seismic response of structure-TMD systems subjected to near-field earthquakes", Bull. Earthq. Eng., 15(1), 199-226. https://doi.org/10.1007/s10518-016-9963-y
DOI
|
27 |
Wu, J., Chen, G. and Lou, M. (1999), "Seismic effectiveness of tuned mass dampers considering soil-structure interaction", Earthq. Eng. Struct. Dyn., 28(11), 1219-1233. https://doi.org/10.1002/(SICI)1096-9845(199911)28:11<1219::AID-EQE861>3.0.CO;2-G
DOI
|
28 |
Shooshtari, M. and Mortezaie, H. (2017), "Effect of using linear multiple tuned mass dampers on concrete structures with hysteresis behavior", J. Vibroeng., 19(2), 1158-1172. https://doi.org/10.21595/jve.2016.17487
DOI
|
29 |
Takewaki, I. (2000), "Soil-structure random response reduction via TMD-VD simultaneous use", Comput. Methods Appl. Mech. Eng., 190(5), 677-690. https://doi.org/10.1016/S0045-7825(99)00434-X
DOI
|
30 |
Bakre, S.V. and Jangid, R.S. (2007), "Optimum parameters of tuned mass damper for damped main system", Struct. Control Health Monitor., 14(3), 448-470. https://doi.org/10.1002/stc.166
DOI
|
31 |
Haselton, C.B. (2006), "Assessing seismic collapse safety of modern reinforced concrete moment frame buildings", Doctoral Dissertation; Stanford University.
|
32 |
IBC (2000), International building code, International Code Council: Falls Church.
|
33 |
Jia, F. and Jianwen, L. (2019), "Performance degradation of tuned-mass-dampers arising from ignoring soil-structure interaction effects", Soil Dyn. Earthq. Eng., 125, 105701.a https://doi.org/10.1016/j.soildyn.2019.05.040
DOI
|
34 |
Khatibinia, M., Gholami, H. and Labbafi, S. (2016), "Multi-objective optimization of tuned mass dampers considering soil-structure interaction", Int. J. Optim. Civil Eng., 6(4), 595-610.
|
35 |
Li, C. and Qu, W. (2006), "Optimum properties of multiple tuned mass dampers for reduction of translational and torsional response of structures subject to ground acceleration", Eng. Struct., 28(4), 472-494. https://doi.org/10.1016/j.engstruct.2005.09.003
DOI
|