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Volumn 5, Issue 1, 2006, Pages 103-110

Earthquake simulation test of circular reinforced concrete bridge column under multidirectional seismic excitation

Author keywords

Fiber analysis; Multidirectional seismic excitation; Nonlinear dynamic analyses; Reinforced concrete bridge columns; Shake table test

Indexed keywords

BENDING STRENGTH; COMPUTER SIMULATION; NONLINEAR ANALYSIS; SEISMIC RESPONSE;

EID: 38949215099     PISSN: 16713664     EISSN: None     Source Type: Journal    
DOI: 10.1007/s11803-006-0602-5     Document Type: Article
Times cited : (18)

References (12)
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    • Stress-strain Model for Confined Reinforced Concrete in Bridge Piers
    • Hoshikuma J, Kawashima K, Nagaya K and Taylor AW (1997), "Stress-strain Model for Confined Reinforced Concrete in Bridge Piers," J. Struct. Engrg., ASCE, 123(5): 624-633.
    • (1997) J. Struct. Engrg., ASCE , vol.123 , Issue.5 , pp. 624-633
    • Hoshikuma, J.1    Kawashima, K.2    Nagaya, K.3    Taylor, A.W.4
  • 3
    • 38949198842 scopus 로고    scopus 로고
    • K-NET/NIED
    • K-NET/NIED, "Kyoshin Network," 〈http://www.k-net.bosai.go. jp/k-net/index_en.shtml〉
    • Kyoshin Network
  • 6
    • 0003416587 scopus 로고
    • Waveform and Its Analysis of the 1995 Hyogo-Ken-Nanbu Earthquake
    • Railway Technical Research Institute, Japan
    • Nakamura Y (1995), "Waveform and Its Analysis of the 1995 Hyogo-Ken-Nanbu Earthquake," JR Earthquake Information No. 23c, Railway Technical Research Institute, Japan.
    • (1995) JR Earthquake Information No. 23c
    • Nakamura, Y.1
  • 8
    • 38949145832 scopus 로고    scopus 로고
    • Dynamic Response Characteristic of Reinforced Concrete Column Subjected to Bilateral Earthquake Ground Motions
    • CD-ROM, Vancouver, Canada
    • Nishida H and Unjoh S (2004), "Dynamic Response Characteristic of Reinforced Concrete Column Subjected to Bilateral Earthquake Ground Motions," Proc. of 13th WCEE, CD-ROM No. 576, Vancouver, Canada.
    • (2004) Proc. of 13th WCEE , Issue.576
    • Nishida, H.1    Unjoh, S.2
  • 9
    • 15844392497 scopus 로고    scopus 로고
    • Regents of the University of California
    • Regents of the University of California (2000), "PEER Strong Motion Database," 〈http://peer.berkeley.edu/ smcat/〉.
    • (2000) PEER Strong Motion Database
  • 10
    • 38949184357 scopus 로고    scopus 로고
    • Sakai J and Kawashima K (2003), Modification of the Giuffre, Menegotto and Pinto Model for Unloading and Reloading Paths with Small Strain Variations, J. Struc. Mech. Earthq. Engrg., JSCE, No. 738/1-64, pp. 159-169. (in Japanese)
    • Sakai J and Kawashima K (2003), "Modification of the Giuffre, Menegotto and Pinto Model for Unloading and Reloading Paths with Small Strain Variations," J. Struc. Mech. Earthq. Engrg., JSCE, No. 738/1-64, pp. 159-169. (in Japanese)
  • 11
    • 33645508794 scopus 로고    scopus 로고
    • Unloading and Reloading Stress-strain Model for Confined Concrete
    • Sakai J and Kawashima K (2006), "Unloading and Reloading Stress-strain Model for Confined Concrete," J. Struct. Engrg., ASCE, 132(1): 112-122.
    • (2006) J. Struct. Engrg., ASCE , vol.132 , Issue.1 , pp. 112-122
    • Sakai, J.1    Kawashima, K.2
  • 12
    • 79954546389 scopus 로고    scopus 로고
    • Mitigation of Residual Displacements of Reinforced Concrete Bridge Columns
    • Washington DC, USA, pp
    • Sakai J and Mahin SA (2004), "Mitigation of Residual Displacements of Reinforced Concrete Bridge Columns," Proc. of 20th US-Japan Bridge Engineering Workshop, Washington DC, USA, pp. 87-102.
    • (2004) Proc. of 20th US-Japan Bridge Engineering Workshop , pp. 87-102
    • Sakai, J.1    Mahin, S.A.2


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.