메뉴 건너뛰기




Volumn 17, Issue 6, 2010, Pages 694-708

Experimental response modification of a four-span bridge retrofit with shape memory alloys

Author keywords

Bridges; Earthquakes; Nitinol; Retrofit; Seismic; Shape memory alloys; Testing

Indexed keywords

CONCRETE SLAB BRIDGES; EXPERIMENTAL TEST; FINITE ELEMENTS; GROUND MOTIONS; NITINOL; RETROFIT; SEISMIC; SHAPE MEMORY ALLOY; TEST SETUPS;

EID: 80052676712     PISSN: 15452255     EISSN: 15452263     Source Type: Journal    
DOI: 10.1002/stc.351     Document Type: Article
Times cited : (65)

References (36)
  • 1
    • 0032331320 scopus 로고    scopus 로고
    • Performance of steel bridges during the 1995 Hyogoken-Nanbu (Kobe, Japan) earthquake-A North American perspective
    • Bruneau M. Performance of steel bridges during the 1995 Hyogoken-Nanbu (Kobe, Japan) earthquake-A North American perspective. Engineering Structures 1998; 20(12):1063.
    • (1998) Engineering Structures , vol.20 , Issue.12 , pp. 1063
    • Bruneau, M.1
  • 2
    • 84856354192 scopus 로고    scopus 로고
    • Damage to bridges during the 2001 nisqually earthquake
    • Pacific Earthquake Engineering Research Center, Berkeley, CA
    • Ranf RT, Eberhard MO, Berry MP. Damage to Bridges during the 2001 Nisqually Earthquake. PEER 2001/15, Pacific Earthquake Engineering Research Center, Berkeley, CA, 2001.
    • (2001) PEER 2001/15
    • Ranf, R.T.1    Eberhard, M.O.2    Berry, M.P.3
  • 4
    • 4544303735 scopus 로고    scopus 로고
    • Analysis of recent bridge failures in the United States
    • DOI 10.1061/(ASCE)0887-3828(2003)17:3(144)
    • Wardhana K, Hadipriono F. Analysis of recent bridge failures in the United States. Journal of Performance of Constructed Facilities 2003; 17(3):144-150. (Pubitemid 40285555)
    • (2003) Journal of Performance of Constructed Facilities , vol.17 , Issue.3 , pp. 144-150
    • Wardhana, K.1    Hadipriono, F.C.2
  • 5
    • 84856339326 scopus 로고    scopus 로고
    • Seismic retrofitting manual for highway structures: Part 1-Bridges
    • FHWA. Federal Highway Administration
    • FHWA. Seismic retrofitting manual for highway structures: Part 1-Bridges. FHWA-RD (MCEER-06-xxxx), Federal Highway Administration, 2006.
    • (2006) FHWA-RD (MCEER-06-xxxx)
  • 6
    • 84856364783 scopus 로고    scopus 로고
    • Seismic protective systems for bridges in the United States: State-of-The-art and state-of-practice
    • New York, NY, U.S.A.
    • Constantinou MC, Whittaker AS. Seismic protective systems for bridges in the United States: State-of-the-art and state-of-practice. US- Italy Workshop on Seismic Protective Systems for Bridges, New York, NY, U.S.A., 1998; 13-27.
    • (1998) US- Italy Workshop on Seismic Protective Systems for Bridges , pp. 13-27
    • Constantinou, M.C.1    Whittaker, A.S.2
  • 7
    • 15844428349 scopus 로고    scopus 로고
    • Caltrans structural control for bridges in high-seismic zones
    • DOI 10.1002/eqe.439, Earthquake Engineering for Transportation Structures
    • Roberts JE. Caltrans structural control for bridges in high-seismic zones. Earthquake Engineering and Structural Dynamics Earthquake Engineering for Transportation Structures 2005; 34(4-5):449-470. (Pubitemid 40427157)
    • (2005) Earthquake Engineering and Structural Dynamics , vol.34 , Issue.4-5 , pp. 449-470
    • Roberts, J.E.1
  • 8
    • 0029734151 scopus 로고    scopus 로고
    • Parameters in bridge restrainer design for seismic retrofit
    • Saiidi M, Maragakis EA, Feng S. Parameters in bridge restrainer design for seismic retrofit. Journal of Structural Engineering 1996; 122(1):61-68. (Pubitemid 126591442)
    • (1996) Journal of Structural Engineering , vol.122 , Issue.1 , pp. 61-68
    • Saiidi, M.1    Maragakis, E.2    Feng, S.3
  • 9
    • 3543067587 scopus 로고    scopus 로고
    • Effect of pounding and restrainers on the response of multiple-frame bridges
    • DesRoches R, Muthukumar S. Effect of pounding and restrainers on the response of multiple-frame bridges. ASCE Journal of Structural Engineering 2002; 128(7):860-870.
    • (2002) ASCE Journal of Structural Engineering , vol.128 , Issue.7 , pp. 860-870
    • DesRoches, R.1    Muthukumar, S.2
  • 10
    • 19944374809 scopus 로고    scopus 로고
    • Unseating prevention for multiple frame bridges using superelastic devices
    • Andrawes B, DesRoches R. Unseating prevention for multiple frame bridges using superelastic devices. Smart Materials and Structures 2005; 14(3):60-67.
    • (2005) Smart Materials and Structures , vol.14 , Issue.3 , pp. 60-67
    • Andrawes, B.1    DesRoches, R.2
  • 11
    • 46649114342 scopus 로고    scopus 로고
    • Methodology for the development of analytical fragility curves for retrofitted bridges
    • DOI 10.1002/eqe.801
    • Padgett J, DesRoches R. Methodology for the development of analytical fragility curves for retrofitted bridges. Earthquake Engineering and Structural Dynamics 2008; 37(8):1157-1174. (Pubitemid 351935523)
    • (2008) Earthquake Engineering and Structural Dynamics , vol.37 , Issue.8 , pp. 1157-1174
    • Padgett, J.E.1    DesRoches, R.2
  • 12
    • 29144460871 scopus 로고    scopus 로고
    • A new concept of isolation bearings for highway steel bridges using shape memory alloys
    • DOI 10.1139/l05-049
    • Choi E, Nam Th, Cho BS. A new concept of isolation bearings for highway steel bridges using shape memory alloys. Canadian Journal of Civil Engineering 2005; 32(5):957-967. (Pubitemid 41805448)
    • (2005) Canadian Journal of Civil Engineering , vol.32 , Issue.5 , pp. 957-967
    • Choi, E.1    Nam, T.-H.2    Cho, B.-S.3
  • 13
    • 0036496414 scopus 로고    scopus 로고
    • Seismic retrofit of simply supported bridges using shape memory alloys
    • DOI 10.1016/S0141-0296(01)00098-0, PII S0141029601000980
    • DesRoches R, Delemont M. Seismic retrofit of simply supported bridges using shape memory alloys. Engineering Structures 2002; 24(3):325-332. (Pubitemid 34235528)
    • (2002) Engineering Structures , vol.24 , Issue.3 , pp. 325-332
    • DesRoches, R.1    Delemont, M.2
  • 16
    • 27744489681 scopus 로고    scopus 로고
    • Smart structure dynamics
    • DOI 10.1016/j.ymssp.2005.08.025, PII S0888327005001330
    • Hurlebaus S, Gaul L. Smart structure dynamics. Mechanical Systems and Signal Processing 2006; 20(2):255-281. (Pubitemid 41606169)
    • (2006) Mechanical Systems and Signal Processing , vol.20 , Issue.2 , pp. 255-281
    • Hurlebaus, S.1    Gaul, L.2
  • 17
    • 0342470619 scopus 로고    scopus 로고
    • Energy dissipating restrainers for highway bridges
    • DOI 10.1016/S0267-7261(99)00030-5, PII S0267726199000305
    • Kim JM, Feng MQ, Shinozuka M. Energy dissipating restrainers for highway bridges. Soil Dynamics and Earthquake Engineering 2000; 19(1):65-69. (Pubitemid 30157337)
    • (2000) Soil Dynamics and Earthquake Engineering , vol.19 , Issue.1 , pp. 65-69
    • Kim, J.-M.1    Feng, M.Q.2    Shinozuka, M.3
  • 18
    • 0012161757 scopus 로고    scopus 로고
    • Base isolation system with shape memory alloy device for elevated highway bridges
    • DOI 10.1016/S0141-0296(98)00097-2, PII S0141029698000972
    • Wilde K, Gardoni P, Fujino Y. Base isolation system with shape memory alloy device for elevated highway bridges. Engineering Structures 2000; 22(3):222-229. (Pubitemid 29483898)
    • (2000) Engineering Structures , vol.22 , Issue.3 , pp. 222-229
    • Wilde, K.1    Gardoni, P.2    Fujino, Y.3
  • 21
    • 3543150792 scopus 로고    scopus 로고
    • Cyclic properties of superelastic shape memory alloy wires and bars
    • DOI 10.1061/(ASCE)0733-9445(2004)130:1(38)
    • DesRoches R, McCormick J, Delemont M. Cyclic properties of superelastic shape memory alloy wires and bars. Journal of Structural Engineering 2004; 130(1):38-46. (Pubitemid 40253286)
    • (2004) Journal of Structural Engineering , vol.130 , Issue.1 , pp. 38-46
    • Desroches, R.1    McCormick, J.2    Delemont, M.3
  • 23
    • 0034235980 scopus 로고    scopus 로고
    • Implementation and testing of passive control devices based on shape memory alloys
    • DOI 10.1002/1096-9845(200007)29:7<945::AID-EQE958>3.0.CO;2-#
    • Dolce M, Cardone D, Marnetto R. Implementation and testing of passive control devices based on shape memory alloys. Earthquake Engineering and Structural Dynamics 2000; 29(7):945-968. (Pubitemid 30446333)
    • (2000) Earthquake Engineering and Structural Dynamics , vol.29 , Issue.7 , pp. 945-968
    • Dolce, M.1    Cardone, D.2    Marnetto, R.3
  • 25
    • 34249699575 scopus 로고    scopus 로고
    • Testing of superelastic recentering pre-strained braces for seismic resistant design
    • DOI 10.1080/13632460601031326, PII 779064327
    • Lafortune P, McCormick J, DesRoches R, Terriault P. Testing of superelastic recentering pre-strained braces for seismic resistant design. Journal of Earthquake Engineering 2007; 11(3):383-399. (Pubitemid 46828415)
    • (2007) Journal of Earthquake Engineering , vol.11 , Issue.3 , pp. 383-399
    • Lafortune, P.1    McCormick, J.2    Desroches, R.3    Terriault, P.4
  • 26
    • 34548173722 scopus 로고    scopus 로고
    • Structural engineering with NiTi. II: Mechanical behavior and scaling
    • DOI 10.1061/(ASCE)0733-9399(2007)133:9(1019)
    • McCormick J, Tyber J, DesRoches R, Gall K, Maier HJ. Structural engineering with NiTi. II: Mechanical behavior and scaling. Journal of Engineering Mechanics 2007; 133(9):1019-1029. (Pubitemid 47307858)
    • (2007) Journal of Engineering Mechanics , vol.133 , Issue.9 , pp. 1019-1029
    • McCormick, J.1    Tyber, J.2    DesRoches, R.3    Gall, K.4    Maier, H.J.5
  • 28
    • 34547512677 scopus 로고    scopus 로고
    • Effect of ambient temperature on the hinge opening in bridges with shape memory alloy seismic restrainers
    • DOI 10.1016/j.engstruct.2006.11.028, PII S0141029606005062
    • Andrawes B, DesRoches R. Effect of ambient temperature on the hinge openings in bridges with shape memory alloy seismic restrainers. Engineering Structures 2007; 29:2294-2301. (Pubitemid 47181250)
    • (2007) Engineering Structures , vol.29 , Issue.9 , pp. 2294-2301
    • Andrawes, B.1    DesRoches, R.2
  • 30
    • 68149118720 scopus 로고    scopus 로고
    • Experimental evaluation of performance of conventional bridge systems
    • Center for Civil Engineering Earthquake Research, Reno, NV
    • Nelson RB, Saiidi M, Zadeh S. Experimental evaluation of performance of conventional bridge systems. CCEER-07-04, Center for Civil Engineering Earthquake Research, Reno, NV, 2007.
    • (2007) CCEER-07-04
    • Nelson, R.B.1    Saiidi, M.2    Zadeh, S.3
  • 31
    • 39349089730 scopus 로고    scopus 로고
    • Seismic testing of a two-span reinforced concrete bridge
    • DOI 10.1061/(ASCE)1084-0702(2008)13:2(173)
    • Johnson N, Ranf RT, Saiidi MS, Sanders D, Eberhard M. Seismic testing of a two-span reinforced concrete bridge. Journal of Bridge Engineering 2008; 13(2):173-182. (Pubitemid 351264026)
    • (2008) Journal of Bridge Engineering , vol.13 , Issue.2 , pp. 173-182
    • Johnson, N.1    Ranf, R.T.2    Saiidi, M.S.3    Sanders, D.4    Eberhard, M.5
  • 34
    • 0031271429 scopus 로고    scopus 로고
    • A one-dimensional model for superelastic shape-memory alloys with different elastic properties between austenite and martensite
    • PII S0020746296001308
    • Auricchio F, Saco E. A one-dimensional model for superelastic shape memory alloys with different elastic properties between austenite and martensite. International Journal of Non-Linear Mechanics 1997; 32:1101-1114. (Pubitemid 127414513)
    • (1997) International Journal of Non-Linear Mechanics , vol.32 , Issue.6 , pp. 1101-1114
    • Auricchio, F.1    Sacco, E.2
  • 35
    • 38349088311 scopus 로고    scopus 로고
    • Sensitivity of seismic applications to different shape memory alloy models
    • Andrawes B, DesRoches R. Sensitivity of seismic applications to different shape memory alloy models. ASCE Journal of Engineering Mechanics 2008; 134(2):173-183.
    • (2008) ASCE Journal of Engineering Mechanics , vol.134 , Issue.2 , pp. 173-183
    • Andrawes, B.1    DesRoches, R.2


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.