메뉴 건너뛰기




Volumn 27, Issue 4, 1998, Pages 315-342

Aluminium shear-links for enhanced seismic resistance

Author keywords

Aluminium; Bracing; Earthquake resistant; Shear link

Indexed keywords

ALUMINUM BEAMS AND GIRDERS; BUCKLING; ENERGY DISSIPATION; HYSTERESIS; SHEAR STRESS; STRAIN RATE; STRUCTURAL ANALYSIS; YIELD STRESS;

EID: 0032050264     PISSN: 00988847     EISSN: None     Source Type: Journal    
DOI: 10.1002/(SICI)1096-9845(199804)27:4<315::AID-EQE703>3.0.CO;2-N     Document Type: Article
Times cited : (65)

References (15)
  • 1
    • 2142711646 scopus 로고
    • Thesis, presented to University of Oklahoma, Norman, Oklahoma, in partial fulfillment of the requirements for the degree of Master of Science
    • D. C. Rai, 'Novel bracing system for earthquake resistance', Thesis, presented to University of Oklahoma, Norman, Oklahoma, in partial fulfillment of the requirements for the degree of Master of Science, 1992.
    • (1992) Novel Bracing System for Earthquake Resistance
    • Rai, D.C.1
  • 2
  • 3
    • 85034173473 scopus 로고    scopus 로고
    • SNAP-2D: A general purpose computer program for nonlinear structural analysis
    • Univ. of Michigan, Ann Arbor, MI, August
    • J. Firmansjah, S. C. Goel and D. C. Rai, 'SNAP-2D: a general purpose computer program for nonlinear structural analysis', UMCEE Report No. 96-20, Univ. of Michigan, Ann Arbor, MI, August 1996.
    • (1996) UMCEE Report No. 96-20
    • Firmansjah, J.1    Goel, S.C.2    Rai, D.C.3
  • 6
    • 2142825711 scopus 로고
    • Thesis, presented to University of Oklahoma, Norman, Oklahoma, in partial fulfillment of the requirements for the degree of Master of Science
    • P. Rajendran, 'Small scale modeling of steel structures', Thesis, presented to University of Oklahoma, Norman, Oklahoma, in partial fulfillment of the requirements for the degree of Master of Science, 1990.
    • (1990) Small Scale Modeling of Steel Structures
    • Rajendran, P.1
  • 8
    • 0022679627 scopus 로고
    • Cyclic web buckling control for shear link beams
    • K. Kasai, and E. P. Popov, 'Cyclic web buckling control for shear link beams', J. Struct. Div. ASCE 112(3), 505-523 (1986).
    • (1986) J. Struct. Div. ASCE , vol.112 , Issue.3 , pp. 505-523
    • Kasai, K.1    Popov, E.P.2
  • 9
    • 0003037653 scopus 로고
    • Critical shear stress of plates above the proportional limit
    • G. Gerard, 'Critical shear stress of plates above the proportional limit', J. Appl. Mech. 15(1), 7-12 (1948).
    • (1948) J. Appl. Mech. , vol.15 , Issue.1 , pp. 7-12
    • Gerard, G.1
  • 11
  • 14
    • 24644449300 scopus 로고
    • Aluminium structural connections: Conventional slip factors in friction grip joints
    • R. Narayanan (ed.) Elsevier Applied Science, London
    • J. L. Ramirez, 'Aluminium structural connections: conventional slip factors in friction grip joints', in R. Narayanan (ed.) Aluminium Structures: Advances, Design and Construction, Elsevier Applied Science, London, 1987, pp. 115-125.
    • (1987) Aluminium Structures: Advances, Design and Construction , pp. 115-125
    • Ramirez, J.L.1
  • 15
    • 85034170831 scopus 로고
    • Special features in the design of steel/aluminium HSFG bolted joints
    • Yugoslavia, Civil Eng. Faculty, Belgrade University, Belgrade
    • M. S. G. Cullimore and C. P. Millward, 'Special features in the design of steel/aluminium HSFG bolted joints', Proc. Int. Conf. Budva, Yugoslavia, Civil Eng. Faculty, Belgrade University, Belgrade, 1986, pp. 317-326.
    • (1986) Proc. Int. Conf. Budva , pp. 317-326
    • Cullimore, M.S.G.1    Millward, C.P.2


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.