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Volumn 33, Issue 14, 2004, Pages 1355-1372

Seismic performance evaluation of steel arch bridges against major earthquakes. Part 2: Simplified verification procedure

Author keywords

Capacity; Demand; ESDOF; Pushover analyses; Seismic performance; Seismic verification procedure; Steel arch bridge

Indexed keywords

ARCH BRIDGES; CIVIL ENGINEERING; DEGREES OF FREEDOM (MECHANICS); SEISMOLOGY; STEEL BRIDGES; STRUCTURAL DESIGN;

EID: 7744246705     PISSN: 00988847     EISSN: None     Source Type: Journal    
DOI: 10.1002/eqe.406     Document Type: Article
Times cited : (25)

References (15)
  • 1
    • 7744243248 scopus 로고    scopus 로고
    • Seismic performance evaluation of steel arch bridges against major earthquakes. Part 1: Dynamic analyses approach
    • Usami T, Lu ZH, Ge HB, Kono T. Seismic performance evaluation of steel arch bridges against major earthquakes. Part 1: Dynamic analyses approach. Earthquake Engineering and Structural Dynamics 2004; 33:1337-1354.
    • (2004) Earthquake Engineering and Structural Dynamics , vol.33 , pp. 1337-1354
    • Usami, T.1    Lu, Z.H.2    Ge, H.B.3    Kono, T.4
  • 5
    • 0036498291 scopus 로고    scopus 로고
    • A modal pushover analyses procedure for estimating seismic demands for buildings
    • Chopra AK, Goel RK. A modal pushover analyses procedure for estimating seismic demands for buildings. Earthquake Engineering and Structural Dynamics 2002; 31:561-582.
    • (2002) Earthquake Engineering and Structural Dynamics , vol.31 , pp. 561-582
    • Chopra, A.K.1    Goel, R.K.2
  • 6
    • 3042633707 scopus 로고    scopus 로고
    • Statistics of single-degree-of-freedom estimate of displacement for pushover analyses of buildings
    • Chopra AK, Goel RK, Chintanapakdee C. Statistics of single-degree-of-freedom estimate of displacement for pushover analyses of buildings. Journal of Structural Engineering (ASCE) 2003; 129:459-469.
    • (2003) Journal of Structural Engineering (ASCE) , vol.129 , pp. 459-469
    • Chopra, A.K.1    Goel, R.K.2    Chintanapakdee, C.3
  • 10
    • 0037659705 scopus 로고    scopus 로고
    • Seismic response predictions of multi-span steel bridges through pushover analyses
    • Zheng Y, Usami T, Ge HB. Seismic response predictions of multi-span steel bridges through pushover analyses. Earthquake Engineering and Structural Dynamics 2003; 32:1259-1274.
    • (2003) Earthquake Engineering and Structural Dynamics , vol.32 , pp. 1259-1274
    • Zheng, Y.1    Usami, T.2    Ge, H.B.3
  • 11
    • 0032040715 scopus 로고    scopus 로고
    • Pros and cons of a pushover analyses of seismic performance evaluation
    • Krawinkler H, Seneviratna GDPK. Pros and cons of a pushover analyses of seismic performance evaluation. Engineering Structures 1998; 20 452-464.
    • (1998) Engineering Structures , vol.20 , pp. 452-464
    • Krawinkler, H.1    Seneviratna, G.D.P.K.2
  • 14
    • 7744220017 scopus 로고    scopus 로고
    • Re-examination of the ultimate strain formula for steel box stub-columns and its application in steel arch bridges
    • Ductility Design Subcommittee, Earthquake Engineering Committee, JSCE, Tokyo, Japan
    • Kono T, Ge HB, Usami T. Re-examination of the ultimate strain formula for steel box stub-columns and its application in steel arch bridges. Proceedings of the 6th Symposium on Ductility Design Method for Bridges Ductility Design Subcommittee, Earthquake Engineering Committee, JSCE, Tokyo, Japan, 2003; 323-328.
    • (2003) Proceedings of the 6th Symposium on Ductility Design Method for Bridges , pp. 323-328
    • Kono, T.1    Ge, H.B.2    Usami, T.3


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.