Effects of friction variability on a rolling-damper-spring isolation system |
Wei, Biao
(School of Civil Engineering, Central South University)
Wang, Peng (School of Civil Engineering, Central South University) He, Xuhui (School of Civil Engineering, Central South University) Zhang, Zhen (School of Civil Engineering, Central South University) Chen, Liang (School of Civil Engineering, Hefei University of Technology) |
1 | Begley, C.J. and Virgin, L.N. (1998), "Impact response and the influence of friction", J. Sound Vib., 211(5), 801-818. DOI |
2 | Chung, L.L., Kao, P.S., Yang, C.Y., Wu, L.Y. and Chen, H.M. (2015), "Optimal frictional coefficient of structural isolation system", J. Vib. Control, 21(3), 525-538. DOI |
3 | Cui, S. (2012), Integrated Design Methodology for Isolated Floor Systems in Single-Degree-of-Freedom Structural Fuse Systems, State University of New York, Buffalo. |
4 | Fahjan, Y. and Ozdemir, Z. (2008), "Scaling of earthquake accelerograms for non-linear dynamic analysis to match the earthquake design spectra", The 14th World Conference on Earthquake Engineering, Chinese Society for Earthquake Engineering, Beijing, China. |
5 | Flom, D.G. and Bueche, A.M. (1959), "Theory of rolling friction for spheres", J. Appl. Phys., 30(11), 1725-1730. DOI |
6 | Guerreiro, L., Azevedo, J. and Muhr, A.H. (2007), "Seismic tests and numerical modeling of a rolling-ball isolation system", J. Earthq. Eng., 11(1), 49-66. DOI |
7 | Harvey, P.S. and Gavin, H.P. (2013), "The nonholonomic and chaotic nature of a rolling isolation system", J. Sound Vib., 332(14), 3535-3551. DOI |
8 | Harvey, P.S. and Gavin, H.P. (2014), "Double rolling isolation systems: a mathematical model and experimental validation", Int. J. Nonlin. Mech., 61(1), 80-92. DOI |
9 | Harvey, P.S. and Gavin, H.P. (2015), "Assessment of a rolling isolation system using reduced order structural models", Eng. Struct., 99, 708-725. DOI |
10 | Antonyuk, E.Y. and Plakhtienko, N.P. (2004), "Dynamic modes of one seismic-damping mechanism with frictiona bonds", Int. Appl. Mech., 40(6), 702-708. DOI |
11 | Ismail, M. and Casas, J.R. (2014), "Novel isolation device for protection of cable-stayed bridges against near-fault earthquakes", J. Bridge Eng., 19(8), 50-65. |
12 | Harvey, P.S., Wiebe, R. and Gavin, H.P. (2013), "On the chaotic response of a nonlinear rolling isolation system", Physica D: Nonlin. Phenomena, 256-257, 36-42. DOI |
13 | Harvey, P.S., Zehil, G.P. and Gavin, H.P. (2014), "Experimental validation of a simplified model for rolling isolation systems", Earthq. Eng. Struct. Dyn., 43(7), 1067-1088. DOI |
14 | Ismail, M. (2015), "An isolation system for limited seismic gaps in near-fault zones", Earthq. Eng. Struct. Dyn., 44(7), 1115-1137. DOI |
15 | Jangid, R.S. and Londhe, Y.B. (1998), "Effectiveness of elliptical rolling rods for base isolation", J. Struct. Eng., 124(4), 469-472. DOI |
16 | Ismail, M., Rodellar, J. and Pozo, F. (2014), "An isolation device for near-fault ground motions", Struct. Control Hlth. Monit., 21(3), 249-268. DOI |
17 | Ismail, M., Rodellar, J. and Pozo, F. (2015), "Passive and hybrid mitigation of potential near-fault inner pounding of a self-braking seismic isolator", Soil Dyn. Earthq. Eng., 69(2), 233-250. DOI |
18 | Jangid, R.S. (2000), "Stochastic seismic response of structures isolated by rolling rods", Eng. Struct., 22(8), 937-946. DOI |
19 | Jiang, C.W., Wei, B., Wang, D.B., Jiang, L.Z. and He, X.H. (2017), "Seismic vulnerability evaluation of a three-span continuous beam railway bridge", Math. Prob. Eng., 4, 1-13. |
20 | JTJ004-89, Standard of the Ministry of Communications of P.R. China (1989), Specifications of Earthquake Resistant Design for Highway Engineering, China Communications Press, Beijing (in Chinese). |
21 | Ortiz, N.A., Magluta, C. and Roitman, N. (2015), "Numerical and experimental studies of a building with roller seismic isolation bearings", Struct. Eng. Mech., 54(3), 475-489. DOI |
22 | Kosntantinidis, D. and Makris, N. (2009), "Experimental and analytical studies on the response of freestanding laboratory equipment to earthquake shaking", Earthq. Eng. Struct. Dyn., 38(6), 827-848. DOI |
23 | Kurita, K., Aoki, S., Nakanishi, Y., Tominaga, K. and Kanazawa, M. (2011), "Fundamental characteristics of reduction system for seismic response using friction force", J. Civil Eng. Arch., 5(11), 1042-1047. |
24 | Lee, G.C., Ou, Y.C., Niu, T.C., Song, J.W. and Liang, Z. (2010), "Characterization of a roller seismic isolation bearing with supplemental energy dissipation for highway bridges", J. Struct. Eng., 136(5), 502-510. DOI |
25 | Lewis, A.D. and Murray, R.M. (1995), "Variational principles for constrained systems: Theory and experiment", Int. J. Nonlin. Mech., 30(6), 793-815. DOI |
26 | Nanda, R.P., Agarwal, P. and Shrikhande, M. (2012), "Base isolation system suitable for masonry buildings", Asian J. Civil Eng. (Build. Hous.), 13(2), 195-202. |
27 | Ou, Y.C., Song, J.W. and Lee, G.C. (2010), "A parametric study of seismic behavior of roller seismic isolation bearings for highway bridges", Earthq. Eng. Struct. Dyn., 39(5), 541-559. DOI |
28 | Siringoringo, D.M. and Fujino, Y. (2015), "Seismic response analyses of an asymmetric base-isolated building during the 2011 Great East Japan (Tohoku) Earthquake", Struct. Control Hlth. Monit., 22(1), 71-90. DOI |
29 | Tsai, C.S., Lin, Y.C., Chen, W.S. and Su, H.C. (2010), "Tri-directional shaking table tests of vibration sensitive equipment with static dynamics interchangeable-ball pendulum system", Earthq. Eng. Eng. Vib., 9(1), 103-112. DOI |
30 | Wei, B., Yang, T.H. and Jiang, L.Z. (2015), "Influence of friction variability on isolation performance of a rolling-damper isolation system", J. Vibroeng., 17(2), 792-801. |
31 | Wei, B., Yang, T.H., Jiang, L.Z. and He X.H. (2017), "Effects of friction-based fixed bearings on the seismic vulnerability of a high-speed railway continuous bridge", Adv. Struct. Eng., DOI: 10.1177/1369433217726894. DOI |
32 | Wei, B., Zuo C.J., He, X.H. and Jiang, L.Z. (2018), "Numerical investigation on scaling a pure friction isolation system for civil structures in shaking table model tests", Int. J. Nonlin. Mech., 98, 1-12. DOI |
33 | Yim, C.S., Chopra, A.K. and Penzien, J. (1980), "Rocking response of rigid blocks to earthquakes", Earthq. Eng. Struct. Dyn., 8(6), 565-587. DOI |
34 | Wei, B., Wang, P., He, X.H. and Jiang, L.Z. (2018), "The impact of the convex friction distribution on the seismic response of a spring-friction isolation system", KSCE J. Civil Eng., 22(4), DOI: 10.1007/s12205-017-0938-6. DOI |
35 | Wang, S.J., Hwang, J.S., Chang, K.C., Shiau, C.Y., Lin, W.C., Tsai, M.S., Hong, J.X. and Yang, Y.H. (2014), "Sloped multi-roller isolation devices for seismic protection of equipment and facilities", Earthq. Eng. Struct. Dyn., 43(10), 1443-1461. DOI |
36 | Wang, Y.J., Wei, Q.C., Shi, J. and Long, X.Y. (2010), "Resonance characteristics of two-span continuous beam under moving high speed trains", Latin Am. J. Solid. Struct., 7(2), 185-199. DOI |
37 | Yin, C.F. and Wei, B. (2013), "Numerical simulation of a bridge-subgrade transition zone due to moving vehicle in Shuohuang heavy haul railway", J. Vibroeng., 15(2), 1062-1068. |
38 | Wei, B., Cui, R.B. and Dai, G.L. (2013), "Seismic performance of a rolling-damper isolation system", J. Vibroeng., 15(3), 1504-1512. |
39 | Wei, B., Dai, G.L., Wen, Y. and Xia, Y. (2014), "Seismic performance of an isolation system of rolling friction with spring", J. Central South Univ., 21(4), 1518-1525. DOI |
40 | Wei, B., Wang, P., He, X.H. and Jiang, L.Z. (2016), "Seismic isolation characteristics of a friction system", J. Test. Eval., DOI: 10.1520/JTE20160598. DOI |
41 | Wei, B., Wang, P., Liu, W.A., Yang, M.G. and Jiang, L.Z. (2016), "The impact of the concave distribution of rolling friction coefficient on the seismic isolation performance of a spring-rolling system", Int. J. Nonlin. Mech., 83, 65-77. DOI |
42 | Wei, B., Wang, P., Yang, M.G. and Jiang, L.Z. (2017), "Seismic response of rolling isolation systems with concave friction distribution", J. Earthq. Eng., 21(3), 325-342. DOI |
43 | Wei, B., Xia, Y. and Liu, W.A. (2014), "Lateral vibration analysis of continuous bridges utilizing equal displacement rule", Latin Am. J. Solid. Struct., 11(1), 75-91. DOI |