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Volumn 33, Issue 6, 2008, Pages 781-801

Free vibration of semi-rigid connected Reddy-Bickford piles embedded in elastic soil

Author keywords

Axial force effect; Free vibration; Reddy Bickford pile; Semi rigid connected; Transfer matrix

Indexed keywords

AXIAL FORCE EFFECT; FREE VIBRATION; REDDY-BICKFORD PILE; SEMI-RIGID CONNECTED; TRANSFER MATRIX;

EID: 61949105835     PISSN: 02562499     EISSN: None     Source Type: Journal    
DOI: 10.1007/s12046-008-0034-1     Document Type: Article
Times cited : (10)

References (29)
  • 1
    • 0020822304 scopus 로고
    • Piles as barriers for elastic waves
    • Aviles J, Sanchez-Sesma F 1983 Piles as barriers for elastic waves. J. Geotech. Eng. ASCE 109(GT9): 1133-1146
    • (1983) J. Geotech. Eng. ASCE , vol.109 , Issue.GT9 , pp. 1133-1146
    • Aviles, J.1    Sanchez-Sesma, F.2
  • 2
    • 0242496864 scopus 로고
    • Foundation isolation from vibrations using piles and barriers
    • Aviles J, Sanchez-Sesma F 1988 Foundation isolation from vibrations using piles and barriers. J. Eng. Mech. ASCE 114(11): 1854-1870
    • (1988) J. Eng. Mech. ASCE , vol.114 , Issue.11 , pp. 1854-1870
    • Aviles, J.1    Sanchez-Sesma, F.2
  • 5
    • 0036883526 scopus 로고    scopus 로고
    • Free vibration of partially supported piles with the effects of bending moment, axial and shear force
    • Catal H H 2002 Free vibration of partially supported piles with the effects of bending moment, axial and shear force. Eng. Struct. 24: 1615-1622
    • (2002) Eng. Struct. , vol.24 , pp. 1615-1622
    • Catal, H.H.1
  • 6
    • 33749510234 scopus 로고    scopus 로고
    • Free vibration of semi-rigid connected and partially embedded piles with the effects of the bending moment, axial and shear force
    • Catal H H 2006 Free vibration of semi-rigid connected and partially embedded piles with the effects of the bending moment, axial and shear force. Eng. Struct. 28: 1911-1918
    • (2006) Eng. Struct. , vol.28 , pp. 1911-1918
    • Catal, H.H.1
  • 7
    • 0007653595 scopus 로고
    • The shear coefficient in Timoshenko's beam theory
    • Cowper G R 1966 The shear coefficient in Timoshenko's beam theory. J. Appl. Mech. 33(2): 335-340
    • (1966) J. Appl. Mech. , vol.33 , Issue.2 , pp. 335-340
    • Cowper, G.R.1
  • 8
    • 33947668755 scopus 로고    scopus 로고
    • Earthquake response of semi-rigid supported single storey frames modelled as continuous system
    • Demirdag O, Catal H H 2007 Earthquake response of semi-rigid supported single storey frames modelled as continuous system. Struct. Eng. and Mech. 25(6): 767-770
    • (2007) Struct. Eng. and Mech. , vol.25 , Issue.6 , pp. 767-770
    • Demirdag, O.1    Catal, H.H.2
  • 9
    • 41549117137 scopus 로고    scopus 로고
    • Free vibration analysis of elastically supported Timoshenko columns with attached masses by transfer matrix and finite element methods
    • Demirdag O 2008 Free vibration analysis of elastically supported Timoshenko columns with attached masses by transfer matrix and finite element methods. Sādhanā 33(1): 1-12
    • (2008) Sādhanā , vol.33 , Issue.1 , pp. 1-12
    • Demirdag, O.1
  • 11
    • 0042130048 scopus 로고    scopus 로고
    • Dynamic stiffness vibration analysis using a high-order beam element
    • Eisenberger M 2003 Dynamic stiffness vibration analysis using a high-order beam element. Int. J. Numerical Methods in Eng. 57: 1603-1614
    • (2003) Int. J. Numerical Methods in Eng. , vol.57 , pp. 1603-1614
    • Eisenberger, M.1
  • 12
    • 0034270722 scopus 로고    scopus 로고
    • Vibration and stability analysis of non-uniform Timoshenko beams under axial and distributed tangential loads
    • Esmailzadeh E, Ohadi A R 2000 Vibration and stability analysis of non-uniform Timoshenko beams under axial and distributed tangential loads. J. Sound Vib. 236: 443-456
    • (2000) J. Sound Vib. , vol.236 , pp. 443-456
    • Esmailzadeh, E.1    Ohadi, A.R.2
  • 13
    • 0035272290 scopus 로고    scopus 로고
    • Shear coefficient factors in Timoshenko's beam theory for arbitrary shaped cross-section
    • Gruttmann F, Wagner W 2001 Shear coefficient factors in Timoshenko's beam theory for arbitrary shaped cross-section. Computational Mech. 27: 199-207
    • (2001) Computational Mech. , vol.27 , pp. 199-207
    • Gruttmann, F.1    Wagner, W.2
  • 14
    • 0005001260 scopus 로고    scopus 로고
    • Dynamics of transversely vibrating beams using four engineering theories
    • Han S M, Benaroya H,Wei T 1999 Dynamics of transversely vibrating beams using four engineering theories. J. Sound Vib. 225: 935-988
    • (1999) J. Sound Vib. , vol.225 , pp. 935-988
    • Han, S.M.1    Benaroya, H.2    Wei, T.3
  • 16
    • 0024088616 scopus 로고
    • A higher-order beam finite element for bending and vibration problems
    • Heyliger P R, Reddy J N 1988 A higher-order beam finite element for bending and vibration problems. J. Sound Vib. 126(2): 309-326
    • (1988) J. Sound Vib. , vol.126 , Issue.2 , pp. 309-326
    • Heyliger, P.R.1    Reddy, J.N.2
  • 17
    • 0019875065 scopus 로고
    • A new rectangular beam theory
    • Levinson M 1981 A new rectangular beam theory. J. Sound Vib. 74: 81-87
    • (1981) J. Sound Vib. , vol.74 , pp. 81-87
    • Levinson, M.1
  • 18
    • 12344281203 scopus 로고    scopus 로고
    • Free vibration analysis of multi-span beams with intermediate flexible constraints
    • Lin H P, Chang S C 2005 Free vibration analysis of multi-span beams with intermediate flexible constraints. J. Sound Vib. 281: 155-169
    • (2005) J. Sound Vib. , vol.281 , pp. 155-169
    • Lin, H.P.1    Chang, S.C.2
  • 19
    • 0018018326 scopus 로고
    • Use of piles as isolation barriers
    • Liao S, Sangrey D A 1978 Use of piles as isolation barriers. J. Geotech. Eng. ASCE 104(GT9): 1139-1152
    • (1978) J. Geotech. Eng. ASCE , vol.104 , Issue.GT9 , pp. 1139-1152
    • Liao, S.1    Sangrey, D.A.2
  • 20
    • 0002339354 scopus 로고
    • Matrix analysis of semi-rigid connected frames
    • Monforton G R, Wu T S 1963 Matrix analysis of semi-rigid connected frames. J. Struct. Division, ASCE 89(6): 14-42
    • (1963) J. Struct. Division, ASCE , vol.89 , Issue.6 , pp. 14-42
    • Monforton, G.R.1    Wu, T.S.2
  • 21
    • 33750515173 scopus 로고
    • Vibration of short beams
    • Murthy A V 1970 Vibration of short beams. AIAA 8: 34-38
    • (1970) AIAA , vol.8 , pp. 34-38
    • Murthy, A.V.1
  • 24
    • 0000849966 scopus 로고
    • On the correction for shear of the differential equation for transverse vibrations of prismatic bars
    • Timoshenko S P 1921 On the correction for shear of the differential equation for transverse vibrations of prismatic bars. Philos. Mag. 41: 744-746
    • (1921) Philos. Mag. , vol.41 , pp. 744-746
    • Timoshenko, S.P.1
  • 27
    • 0021445349 scopus 로고
    • Eigenvalues for beam columns on elastic supports
    • West H H, Mafi M 1984 Eigenvalues for beam columns on elastic supports. J. Struct. Eng. 110(6): 1305-1320
    • (1984) J. Struct. Eng. , vol.110 , Issue.6 , pp. 1305-1320
    • West, H.H.1    Mafi, M.2
  • 28
    • 38349110268 scopus 로고    scopus 로고
    • Free vibration of piles embedded in soil having different modulus of subgrade reaction
    • Yesilce Y, Catal H H 2008 Free vibration of piles embedded in soil having different modulus of subgrade reaction. Applied Mathematical Modelling 32: 889-900
    • (2008) Applied Mathematical Modelling , vol.32 , pp. 889-900
    • Yesilce, Y.1    Catal, H.H.2
  • 29
    • 0025919871 scopus 로고
    • Vibrations of Timoshenko beam-columns on two parameter elastic foundations
    • Yokoyama T 1991 Vibrations of Timoshenko beam-columns on two parameter elastic foundations. Earthquake Eng. Struct. Dyn. 20: 355-370
    • (1991) Earthquake Eng. Struct. Dyn. , vol.20 , pp. 355-370
    • Yokoyama, T.1


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.