과제정보
This research is part of the results of research conducted in collaboration with the HDR Study Group (Kawakin CoreTech Co., Ltd., Sumitomo Riko Co., Ltd., NIPPON CHUZO.K.K., Bridgestone Corporation, The Yokohama Rubber Co., Ltd.). This research was supported by the JST SPRING (Grant No. JPMJSP2136).
참고문헌
- Alejandro, E. (2007), "Mechanical properties and fuzzy modeling of high-damping rubber with thermal effects", J. Mater. Civil Eng., 19(5), 428-436. https://doi.org/10.1061/(ASCE)0899-1561(2007)19:5(428).
- Alhan, C. (2016), "Significance of stiffening of high damping rubber bearings on the response of base-isolated buildings under near-fault earthquakes", Mech. Syst. Signal Pr., 79, 297-313. https://doi.org/10.1016/j.ymssp.2016.02.029.
- Azandariani, M.G. (2021), "Investigation of performance of steel plate shear walls with partial plate-column connection (SPSW-PC)", Steel Compos. Struct., 39(1), 109-123. https://doi.org/10.12989/scs.2021.39.1.109.
- Bhuiyan, A. (2009), "A rheology model of high damping rubber bearings for seismic analysis: Identification of nonlinear viscosity", Int. J. Solid. Struct., 46(7-8), 1778-1792. https://doi.org/10.1016/j.ijsolstr.2009.01.005.
- Burtscher, S. (1999), "Mechanical aspects of high damping rubber", Proceedings of the 2nd International PhD Symposium in Civil Engineering, Budapest, Budapest, Hungary, May.
- Chen, B. (2022), "Research and development of high-performance high-damping rubber materials for high-damping rubber isolation bearings: A review", Polym., 14, 2427. https://doi.org/10.3390/polym14122427.
- Damian, N.G. (2004), "Bidirectional modelling of high-damping rubber bearings", J. Earthq. Eng., 8(1), 161-185. https://doi.org/10.1080/13632460409350524.
- Dall'Asta, A. (2006), "Experimental tests and analytical model of high damping rubber dissipating devices", Eng. Struct., 28(13), 1874-1884. https://doi.org/10.1016/j.engstruct.2006.03.025.
- Dang, Ji. (2016), "Development of hysteretic model for high-damping rubber bearings under bi-directional and large strain domain loading", J. Japan Soc. Civil Eng. Ser. A1 (Struct. Eng. Earthq. Eng. (SE/EE)), 72, 250-262. https://doi.org/10.2208/jscejseee.72.250.
- Fujisawa, K. (1993), "A study on analytical modeling for seismic isolator", Summaries of Technical Papers of Annual Meeting Architectural Institute of Japan B. Structures, Shiba, Minato City, Tokyo.
- Gorji, A. (2021), "Steel dual-ring dampers: Micro-finite element modelling and validation of cyclic behavior", Smart Struct. Syst., 28(4), 579-592. https://doi.org/10.12989/sss.2021.28.4.579.
- Gorji, A. (2022), "Assessment of cyclic behavior and performance of hybrid linked-column steel shear wall system", J. Build. Eng., 58, 104963. https://doi.org/10.1016/j.jobe.2022.104963.
- Gorji, A. (2022), "Seismic fragility investigation of hybrid structures BRBF with eccentric-configuration and self-centering frame", J. Constr. Steel Res., 196, 107300. https://doi.org/10.1016/j.jcsr.2022.107300.
- Gorji, A. (2022), "Micro-finite element and analytical investigations of seismic dampers with steel ring plates", Steel Compos. Struct., 43(5), 565-579. https://doi.org/10.12989/scs.2022.43.5.565.
- Gu, H. (2006), "Long-term deterioration of high damping rubber bridge bearing", Doboku Gakkai Ronbunshuu A, 62(3), 595-607. https://doi.org/10.2208/jsceseee.23.215s.
- Hwang, J.S. (2002), "A mathematical hysteretic model for elastomeric isolation bearings", Earthq. Eng. Struct. Dyn., 31, 771-789. https://doi.org/10.1002/eqe.120.
- Jankowski, R. (2003), "Nonlinear rate dependent model of high damping rubber bearing", Bull. Earthq. Eng., 1, 397-403. https://doi.org/10.1023/B:BEEE.0000021512.74990.45.
- Japan Road Association (2002), Design Specifications of Highway Bridges, Part V Seismic Design, Japan Road Association, Maruzen, Tokyo, Japan.
- Japan Road Association (2004), Manual of Highway Bridge Bearing, Japan Road Association, Maruzen, Tokyo, Japan.
- Koo, G. (1998), "Loading rate effects of high damping seismic isolation rubber bearing on earthquake responses", KSME Int. J., 12, 58-66. https://doi.org/10.1007/BF02946534.
- Li, T. (2022), "Hysteretic behavior of high damping rubber bearings under multiaxial excitation", Soil Dyn. Earthq. Eng., 163, 107549. https://doi.org/10.1016/j.soildyn.2022.107549.
- Li, T. (2022), "Influence of ground motion duration on seismic performance of RC frame isolated by high damping rubber bearings", Eng. Struct., 262, 114398. https://doi.org/10.1016/j.engstruct.2022.114398.
- Mazda, T. (2015), "Evaluation on seismic response considering characteristics of high damping rubber bearing", J. JSCE, 71(4), 198-209.
- Mazda, T. (2016), "Seismic response evaluation considering seismically isolated bridges using bi-linear double target model", J. JSCE, 72(4), I_993-I_1004.
- Murota, N. (2021), "Performance of high-damping rubber bearings for seismic isolation of residential buildings in Turkey", Soil Dyn. Earthq. Eng., 143, 106620. https://doi.org/10.1016/j.soildyn.2021.106620.
- Naito, N. (2017), "Seismic performance evaluation of LRB considering Mullins effect and hardening", J. Japan Soc. Civil Eng. Ser. A1 (Struct. Eng. Earthq. Eng. (SE/EE)), 73, I_499-I_510. https://doi.org/10.2208/jscejseee.73. I_499.
- Ohtori, Y. (1995), "Effect of experienced shear strain dependency of high damping rubber bearing on earthquake response of isolation structure", J. Struct. Constr. Eng. (Trans. AIJ), 60(472), 75-84. https://doi.org/10.3130/aijs.60.75_2
- Pablo, M. (2007), "High damping rubber model for energy dissipating devices", J. Earthq. Eng., 11(2), 231-256. https://doi.org/10.1080/13632460601123214.
- Kitane, Y., Itoh, Y., Kito, S. and Muratani, K. (2011), "Experimental investigation of aging effect on damping ratio of high damping rubber bearing", J. Struct. Eng. A, 57, 769-779. https://doi.org/10.11532/structcivil.57A.769.
- Park, K. (2020), "Evaluation of mechanical properties considering hysteresis characteristic of high damping rubber bearing", J. Phys.: Conf. Ser., 1687, 012019. https://doi.org/10.1088/1742-6596/1687/1/012019.
- Peng, T. (2015), "Preliminary test study on hysteretic laws of high damping rubber bearings", Mater. Res. Innov., 19(5), S5-555. https://doi.org/10.1179/1432891714Z.0000000001151.
- Quang, N. (2015), "The modelling of nonlinear rheological behaviour and mullins effect in high damping rubber", Int. J. Solid. Struct., 75, 235-246. https://doi.org/10.1016/j.ijsolstr.2015.08.017.
- Ragni, L. (2009), "HDR devices for the seismic protection of frame structures: Experimental results and numerical simulations", Earthq. Eng. Struct. Dyn., 38, 1199-1217. https://doi.org/10.1002/eqe.891.
- Rousta, A. (2022), "Cyclic behavior of an energy dissipation system with the vertical steel panel flexural-yielding dampers", Struct., 45, 629-644. https://doi.org/10.1016/j.istruc.2022.09.047.
- Saito, T. (2018), "Mechanical characteristics of high damping rubber bearings by dynamic loading tests under the low temperature environment", J. Japan Soc. Civil Eng. Ser. A1 (Struct. Eng. Earthq. Eng. (SE/EE)), 74, I_765-I_776. https://doi.org/10.2208/jscejseee.74.I_765.
- Sano, T. (1995), "A constitutive model for high damping rubber bearings", J. Pressure Vessel Technol., 117, 53-58. https://doi.org/10.1115/1.2842090.
- Shoji, G. (2001), "Cyclic loading test to clarify nonlinear behavior of an isolated bridge supported by high damping rubber bearings", Doboku Gakkai Ronbunshu, 2001, 81-100. https://doi.org/10.2208/jscej.2001.682_81.
- Takenaka, Y. (2001), "Modified H-D model: A new smooth-curve hysteresis model of laminated rubber bearings for base isolation", AIJ J. Technol. Des., 14, 87-92. https://doi.org/10.3130/aijt.7.87_2
- Troy, M. (2001), "Cyclic behavior of high-damping rubber bearings", Fifth World Congress on Joints, Bearings and Seismic Systems for Concrete Structures, Rome, Italy, October.
- Tsai, C. (2003), "An advanced analytical model for high damping rubber bearings", Earthq. Eng. Struct. Dyn., 32, 1373-1387. https://doi.org/10.1002/eqe.278.
- Whittaker, A.S. (2001), "Cyclic behavior of high damping rubber bearings", Fifth World Congress on Joints, Bearings and Seismic Systems for Concrete Structures, Rome, Italy, October.
- Yamamoto, M. (2009), "Full-scale tests and analytical modeling of high-damping rubber bearings under two horizontal directional loading", J. Struct. Constr. Eng., 74, 639-645. https://doi.org/10.3130/aijs.74.639.
- Yamamoto, M. (2012), "Nonlinear behavior of high-damping rubber bearings under horizontal bidirectional loading: Full-scale tests and analytical modeling", Earthq. Eng. Struct. Dyn., 41(13), 1845-1860. https://doi.org/10.1002/eqe.2161.
- Yuan, Y. (2016), "A rate-dependent constitutive model of high damping rubber bearings: Modeling and experimental verification: A Rate-dependent constitutive model of high damping rubber bearings", Earthq. Eng. Struct. Dyn., 45(11), 1875-1892. https://doi.org/10.1002/eqe.2744.
- Zare, E. (2023), "Performance-based plastic design of buckling-restrained braced frames with eccentric configurations", Earthq. Struct., 24(5), 317-331. https://doi.org/10.12989/eas.2023.24.5.317.