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Volumn 3, Issue , 2007, Pages 651-656

Inelastic response of shear links with axial restraints: Numerical vs. analytical results

Author keywords

[No Author keywords available]

Indexed keywords

ANALYTICAL RESULTS; AXIAL FORCES; AXIAL RESTRAINTS; CAPACITY DESIGN; ECCENTRIC BRACING; INELASTIC RESPONSE; KEYPOINTS; LATERAL STIFFNESS; NUMERICAL RESULTS; SHEAR LINK; SHEAR RESPONSE; STEEL BUILDINGS;

EID: 84858058413     PISSN: None     EISSN: None     Source Type: Conference Proceeding    
DOI: None     Document Type: Conference Paper
Times cited : (30)

References (11)
  • 5
    • 33847690263 scopus 로고    scopus 로고
    • Cyclic loading behavior of EBF links constructed of ASTM A992 steel
    • DOI 10.1016/j.jcsr.2006.08.004, PII S0143974X06001787
    • Okazaki T. and Engelhardt M.D. (2007). Cyclic loading behaviour of EBF links constructed of ASTM A992 steel. Journal of Constructional Steel Research, Vol. 63, pp. 751-765. (Pubitemid 46365922)
    • (2007) Journal of Constructional Steel Research , vol.63 , Issue.6 , pp. 751-765
    • Okazaki, T.1    Engelhardt, M.D.2
  • 6
    • 0032050264 scopus 로고    scopus 로고
    • Aluminium shear-links for enhanced seismic resistance
    • Rai D.C. and Wallace B.J. (1998). Aluminium shear-links for enhanced seismic resistance. Earthquake Engineering and Structural Dynamics, Vol. 27(4), pp. 315-342. (Pubitemid 128687258)
    • (1998) Earthquake Engineering and Structural Dynamics , vol.27 , Issue.4 , pp. 315-342
    • Rai, D.C.1    Wallace, B.J.2
  • 7
    • 10444277687 scopus 로고    scopus 로고
    • Cyclic testing of built-up steel shear links for the new bay bridge
    • DOI 10.1061/(ASCE)0733-9445(2003)129:6(801)
    • McDaniel C.C., Uang C.-M., and Seible F. (2003). Cyclic testing of built-up steel shear links for the new bay bridge. Journal of Structural Engineering - ASCE, Vol. 129(6), pp. 801-809. (Pubitemid 40001035)
    • (2003) Journal of Structural Engineering , vol.129 , Issue.6 , pp. 801-809
    • McDaniel, C.C.1    Uang, C.-M.2    Seible, F.3
  • 9
    • 0035400914 scopus 로고    scopus 로고
    • Rehabilitation of a reinforced concrete frame using eccentric steel bracing
    • DOI 10.1016/S0141-0296(00)00100-0, PII S0141029600001000
    • Ghobarah A., Abou Elfath H. (2001). Rehabilitation of a reinforced concrete frame using eccentric steel bracing. Engineering Structures, 23, 745-755. (Pubitemid 32399601)
    • (2001) Engineering Structures , vol.23 , Issue.7 , pp. 745-755
    • Ghobarah, A.1    Abou Elfath, H.2
  • 11
    • 26644460875 scopus 로고    scopus 로고
    • Effect of flange width-thickness ratio on eccentrically braced frames link cyclic rotation capacity
    • DOI 10.1061/(ASCE)0733-9445(2005)131:10(1546)
    • Richards P.W., Uang C.-M. (2005). Effect of flange width-thickness ratio on eccentrically braced frames link cyclic rotation capacity. Journal of Structural Engineering, Vol. 131(10), pp. 1546-1552. (Pubitemid 41441397)
    • (2005) Journal of Structural Engineering , vol.131 , Issue.10 , pp. 1546-1552
    • Richards, P.W.1    Uang, C.-M.2


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.