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Volumn 18, Issue 4, 1999, Pages 290-318

Buckling of vertically loaded fiber-reinforced polymer piles

Author keywords

[No Author keywords available]

Indexed keywords

BEAMS AND GIRDERS; BOUNDARY CONDITIONS; BUCKLING; PILES; SHEAR DEFORMATION; SOIL STRUCTURE INTERACTIONS; STRUCTURAL LOADS;

EID: 0032629850     PISSN: 07316844     EISSN: None     Source Type: Journal    
DOI: 10.1177/073168449901800401     Document Type: Article
Times cited : (25)

References (26)
  • 3
    • 0008674980 scopus 로고
    • The axial and lateral load bearing capacity, failure by buckling of piles in soft clay
    • London, England
    • Bergfelt, A. 1957. "The axial and lateral load bearing capacity, failure by buckling of piles in soft clay," Proc. Int. 4th Conf. on Soil Mech. and Found. Engrg., London, England, 2:8-13.
    • (1957) Proc. Int. 4th Conf. on Soil Mech. and Found. Engrg. , vol.2 , pp. 8-13
    • Bergfelt, A.1
  • 4
    • 0001929150 scopus 로고
    • Structural properties of pultruded E-glass fiber-reinforced polymeric I-beams
    • Paisley College, Scotland, September 9-11
    • Mottram, J. T. 1991a. "Structural properties of pultruded E-glass fiber-reinforced polymeric I-beams." Proceedings of 6th International Cofnerence on Composite Structures, Paisley College, Scotland, September 9-11, 1-28.
    • (1991) Proceedings of 6th International Cofnerence on Composite Structures , pp. 1-28
    • Mottram, J.T.1
  • 5
    • 0026415961 scopus 로고
    • Evaluation of design analysis for pultruded fiber-reinforced polymeric box beams
    • Mottram, J. T. 1991b. "Evaluation of design analysis for pultruded fiber-reinforced polymeric box beams," The Structural Engineer, 69(11):211-220.
    • (1991) The Structural Engineer , vol.69 , Issue.11 , pp. 211-220
    • Mottram, J.T.1
  • 7
    • 0024304955 scopus 로고
    • Flexural and shear moduli of full-section fiber reinforced plastic (FRP) pultruded beams
    • Bank, L. C. 1989. "Flexural and shear moduli of full-section fiber reinforced plastic (FRP) pultruded beams," Journal of Testing and Evaluation, 17(1):40-45.
    • (1989) Journal of Testing and Evaluation , vol.17 , Issue.1 , pp. 40-45
    • Bank, L.C.1
  • 10
    • 0016965194 scopus 로고
    • The stability of slender piles during driving
    • Burgess, I. W. 1976. "The stability of slender piles during driving," Geotechnique, 26(2):281-292.
    • (1976) Geotechnique , vol.26 , Issue.2 , pp. 281-292
    • Burgess, I.W.1
  • 11
    • 0028327877 scopus 로고
    • Effect of boundary conditions on buckling of friction piles
    • Gabr, M. A. and Wang, J. 1994. "Effect of boundary conditions on buckling of friction piles," J. Engrg. Mech., ASCE, 120(6):1392-1400.
    • (1994) J. Engrg. Mech., ASCE , vol.120 , Issue.6 , pp. 1392-1400
    • Gabr, M.A.1    Wang, J.2
  • 12
    • 0017463899 scopus 로고
    • Natural frequencies of Timoshenko beams on Pasternak foundations
    • Wang, T. M. and Stephens, J. E. 1977. "Natural frequencies of Timoshenko beams on Pasternak foundations," Journal of Sound and Vibration, 51(2):149-155.
    • (1977) Journal of Sound and Vibration , vol.51 , Issue.2 , pp. 149-155
    • Wang, T.M.1    Stephens, J.E.2
  • 13
    • 0018263452 scopus 로고
    • Dynamic stability of Timoshenko beams resting on an elastic foundation
    • Abbas, B. A. and Thomas, J. 1978. "Dynamic stability of Timoshenko beams resting on an elastic foundation," Journal of Sound and Vibration, 60(1):33-44.
    • (1978) Journal of Sound and Vibration , vol.60 , Issue.1 , pp. 33-44
    • Abbas, B.A.1    Thomas, J.2
  • 14
    • 0023848994 scopus 로고
    • Parametric instability of Timoshenko beams resting on an elastic foundation
    • Yokoyama, T. 1988. "Parametric instability of Timoshenko beams resting on an elastic foundation," Computers & Structures, 28(2):207-216.
    • (1988) Computers & Structures , vol.28 , Issue.2 , pp. 207-216
    • Yokoyama, T.1
  • 16
    • 0002700570 scopus 로고
    • Shaft friction in piles in clay: A simple fundamental approach
    • Burland, J. 1973. "Shaft friction in piles in clay: a simple fundamental approach," Ground Engineering, 6(3):30-42.
    • (1973) Ground Engineering , vol.6 , Issue.3 , pp. 30-42
    • Burland, J.1
  • 19
    • 0000849966 scopus 로고
    • On the correction for shear of the differential equation for transverse vibrations of prismatic bars
    • xli, May. Communicated by Mr. R. V. Southwell, M. A. Translated from the Russian by Prof. M. G. Yatsevitch. Reproduced in "The Papers of Stephen P. Timoshenko," McGraw-Hill Book Company, Inc., 1953
    • Timoshenko, S. P. 1921. "On the correction for shear of the differential equation for transverse vibrations of prismatic bars." Philosophical Magazine, xli, May. Communicated by Mr. R. V. Southwell, M. A. Translated from the Russian by Prof. M. G. Yatsevitch. Reproduced in "The Papers of Stephen P. Timoshenko," McGraw-Hill Book Company, Inc., 1953, pp. 288-290.
    • (1921) Philosophical Magazine , pp. 288-290
    • Timoshenko, S.P.1
  • 20
    • 0000842313 scopus 로고
    • The shear coefficient in Timoshenko's beam theory
    • June
    • Cowper, G. R. 1966. "The shear coefficient in Timoshenko's beam theory," Journal of Applied Mechanics, June, pp. 355-340.
    • (1966) Journal of Applied Mechanics , pp. 355-1340
    • Cowper, G.R.1
  • 22
    • 0023250004 scopus 로고
    • Shear coefficients for thin-walled composite beams
    • Bank, L. C. 1987. "Shear coefficients for thin-walled composite beams," Composite Structures, 8:47-61.
    • (1987) Composite Structures , vol.8 , pp. 47-61
    • Bank, L.C.1


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.