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      KCI등재후보 SCIE SCOPUS

      Energy-balance assessment of shape memory alloy-based seismic isolation devices

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      https://www.riss.kr/link?id=A104815630

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      다국어 초록 (Multilingual Abstract)

      This study compares the performance of two smart isolation systems that utilize superelastic shape memory alloys (SMAs) for seismic protection of bridges using energy balance concepts. The first isolation system is a SMA/rubber-based isolation system ...

      This study compares the performance of two smart isolation systems that utilize superelastic shape memory alloys (SMAs) for seismic protection of bridges using energy balance concepts. The first isolation system is a SMA/rubber-based isolation system (SRB-IS) and consists of a laminated rubber bearing that decouples the superstructure from the bridge piers and a SMA device that provides additional energy dissipation and re-centering capacity. The second isolation system, named as superelastic-friction base isolator (S-FBI), combines the superelastic SMAs with a flat steel-Teflon bearing rather than a laminated rubber bearing. Seismic energy equations of a bridge structure with SMA-based isolation systems are established by absolute and relative energy balance formulations. Nonlinear time history analyses are performed in order to assess the effectiveness of the isolation systems and to compare their performance. The program RSPMatch 2005 is employed to generate spectrum compatible ground motions that are used in time history analyses of the isolated bridge. Results indicate that SRB-IS produces higher seismic input energy, recoverable energy and base shears as compared to the S-FBI system. Also, it is shown that combining superelastic SMAs with a sliding bearing rather than rubber bearing significantly reduce the amount of the required SMA material.

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      참고문헌 (Reference)

      1 Fabio Casciati, "Variability in mechanical properties and microstructure characterization of CuAlBe shape memory alloys for vibration mitigation" 국제구조공학회 4 (4): 103-121, 2008

      2 Faravelli, L, "Use of adaptive network in fuzzy control of civil structures" 11 (11): 67-79, 1996

      3 Casciati, F, "Urban renewal aspects and technological devices in infrastructure rehabilitation" World Scientific Publishing Co., Ltd 1996

      4 Constantinou, M., "Teflon bearing in base isolation II: Modeling" 116 (116): 455-74, 1990

      5 Malhotra, P.K, "Strong-motion records for site-specific analysis" 19 : 557-578, 2003

      6 Hurlebaus, S, "Smart structure dynamics" 20 (20): 255-281, 2006

      7 Dolce, M., "Shaking-table tests on reinforced concrete frames with different isolation systems" 36 (36): 573-596, 2007

      8 Wang, Y.P., "Seismic response analysis of bridges isolated with friction pendulum bearings" 27 (27): 1069-1093, 1998

      9 Constantinou, M.C, "Seismic isolation and control, in Computer Analysis and Design of Earthquake Resistant Structures" Elsevier Applied Science 1995

      10 Hsu, Y.T, "Seismic effect on highway bridges in Chi Chi earthquake" 18 (18): 47-53, 2004

      1 Fabio Casciati, "Variability in mechanical properties and microstructure characterization of CuAlBe shape memory alloys for vibration mitigation" 국제구조공학회 4 (4): 103-121, 2008

      2 Faravelli, L, "Use of adaptive network in fuzzy control of civil structures" 11 (11): 67-79, 1996

      3 Casciati, F, "Urban renewal aspects and technological devices in infrastructure rehabilitation" World Scientific Publishing Co., Ltd 1996

      4 Constantinou, M., "Teflon bearing in base isolation II: Modeling" 116 (116): 455-74, 1990

      5 Malhotra, P.K, "Strong-motion records for site-specific analysis" 19 : 557-578, 2003

      6 Hurlebaus, S, "Smart structure dynamics" 20 (20): 255-281, 2006

      7 Dolce, M., "Shaking-table tests on reinforced concrete frames with different isolation systems" 36 (36): 573-596, 2007

      8 Wang, Y.P., "Seismic response analysis of bridges isolated with friction pendulum bearings" 27 (27): 1069-1093, 1998

      9 Constantinou, M.C, "Seismic isolation and control, in Computer Analysis and Design of Earthquake Resistant Structures" Elsevier Applied Science 1995

      10 Hsu, Y.T, "Seismic effect on highway bridges in Chi Chi earthquake" 18 (18): 47-53, 2004

      11 Ozbulut, O.E, "Seismic assessment of bridge structures isolated by a shape memory alloy/rubber-based isolation system" 20 (20): 015003-, 2011

      12 Kalkan, E, "Relevance of absolute and relative energy content in seismic evaluation of structures" 11 (11): 1-18, 2008

      13 Liu, Z, "Reconnaissance and preliminary observations of bridge damage in the great Wenchuan earthquake, China" 19 (19): 277-282, 2009

      14 Bruneau, M, "Performance of steel bridges during the 1995 Hyogoken-Nanbu (Kobe, Japan) earthquakea North American perspective" 20 (20): 1063-1078, 1998

      15 Casciati, F., "Performance of a base isolator with shape memory alloy bars" 6 (6): 401-408, 2007

      16 Soong, T.T, "Passive and active structural vibration control in civil engineering" Springer 1994

      17 Park, J.G, "Optimal yield level of bilinear seismic isolation devices" 28 : 941-955, 1999

      18 Ozbulut, O.E, "Optimal design of superelastic-friction base isolators for seismic protection of highway bridges against near-field earthquakes" 40 (40): 273-291, 2011

      19 Chapman, M.C, "On the use of elastic input energy for seismic hazard analysis" 15 (15): 607-635, 1999

      20 Usman, M., "Numerical investigation of smart base isolation system employing MR elastomer" 149 (149): 012099-, 2009

      21 Hancock, J., "Numbers of scaled and matched accelerograms required for inelastic dynamic analyses" 37 (37): 1585-1607, 2008

      22 Ozbulut, O.E, "Neuro-fuzzy modeling of temperature-and strain-rate dependent behavior of NiTi shape memory alloys for seismic applications" 21 (21): 837-849, 2010

      23 Housner, G.W, "Limit design of structures to resist earthquakes" 1956

      24 Nezhad, H.T., "Lateral response evaluation of fiber-reinforced neoprene seismic isolators utilized in an unbonded application" 134 (134): 1627-1637, 2008

      25 "IBC 2000 International Building Code International Code Council: Falls Church, VA, U.S.A"

      26 Ozbulut, O.E., "Fuzzy model of superelastic shape memory alloys for vibration control in civil engineering applications" 16 (16): 818-829, 2007

      27 Attanasi, G., "Feasibility assessment of an innovative isolation bearing system with shape memory alloys" 13 : 18-39, 2009

      28 G. Carreras, "Fatigue laboratory tests toward the design of SMA portico-braces" 국제구조공학회 7 (7): 41-57, 2011

      29 Sara Casciati, "Experimental studies on the fatigue life of shape memory alloy bars" 국제구조공학회 6 (6): 73-85, 2010

      30 Ordaz, M., "Exact computation of input-energy spectra from Fourier amplitude spectra" 32 (32): 597-605, 2003

      31 Ozbulut, O.E, "Evaluation of the performance of a sliding-type base isolation system with a NiTi shape memory alloy device considering temperature effects" 32 (32): 238-249, 2010

      32 Uang, C.M, "Evaluation of seismic energy in structures" 19 (19): 77-90, 1990

      33 Enke, D. L., "Estimation of earthquake loss due to bridge damage in the St. Louis metropolitan area. II: Indirect losses" 9 (9): 12-19, 2008

      34 Austin, M.A, "Energy balance assessment of base isolated structures" 130 (130): 347-358, 2004

      35 Marano, G.C, "Efficiency of base isolation systems in structural seismic protection and energetic assessment" 32 (32): 1505-1531, 2003

      36 Takewaki, I, "Earthquake input energy to tall and base-isolated buildings in time and frequency dual domains" 18 (18): 589-606, 2009

      37 Casciati, F., "Control of nonlinear structures using the fuzzy control approach" 11 (11): 171-187, 1996

      38 Fajfar, P, "Consistent inelastic design spectra: hysteretic and input energy" 23 (23): 523-537, 1994

      39 Casciati, F, "Comparison of strategies for the active control of civil structures" IASC 1995

      40 Takewaki, I, "Bound of earthquake input energy" 130 (130): 1289-1297, 2004

      41 Wilde, K., "Base isolation system with shape memory alloy device for elevated highway bridges" 22 (22): 222-229, 2000

      42 Ismail, M., "An innovative isolation device for aseismic design" 32 (32): 1168-1183, 2010

      43 Ismail, M., "An innovative isolation bearing for motion-sensitive equipment" 326 (326): 503-521, 2009

      44 Hancock, J., "An improved method of matching response spectra of recorded earthquake ground motion using wavelets" 10 (10): 67-89, 2006

      45 Casciati, F., "An SMA passive device proposed within the highway bridge benchmark" 16 (16): 657-667, 2009

      46 Jang, J.S.R, "ANFIS: Adaptive-network-based fuzzy inference system" 23 (23): 665-685, 1993

      47 Casciati, F, "A passive control device with SMA components: From the prototype to the model" 16 (16): 751-765, 2009

      48 Iervolino, I., "A note on selection of time- histories for seismic analysis of bridges in Eurocode 8" 13 (13): 1125-1152, 2009

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      기준연도 WOS-KCI 통합IF(2년) KCIF(2년) KCIF(3년)
      2016 1.17 0.44 1.04
      KCIF(4년) KCIF(5년) 중심성지수(3년) 즉시성지수
      0.97 0.88 0.318 0.18
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