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Volumn 131, Issue 7, 2005, Pages 752-762

Second-order stiffness matrix and loading vector of a beam-column with semirigid connections on an elastic foundation

Author keywords

Axial loads; Beam columns; Connections; Elastic foundations; Rigid; Stiffness matrix

Indexed keywords

AXIAL FLOW; COLUMNS (STRUCTURAL); COMPUTER SIMULATION; ELASTICITY; FOUNDATIONS; SHEAR DEFORMATION; STIFFNESS MATRIX; STRUCTURAL LOADS; VECTORS;

EID: 22944437622     PISSN: 07339399     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-9399(2005)131:7(752)     Document Type: Article
Times cited : (23)

References (10)
  • 1
    • 0031140661 scopus 로고    scopus 로고
    • "First- and second-order stiffness matrix and load vector of beam-columns with semirigid connections"
    • Aristizabal-Ochoa, J. D. (1997). "First- and second-order stiffness matrix and load vector of beam-columns with semirigid connections." J. Struct. Eng. 123(5), 669-678.
    • (1997) J. Struct. Eng. , vol.123 , Issue.5 , pp. 669-678
    • Aristizabal-Ochoa, J.D.1
  • 2
    • 18044402872 scopus 로고    scopus 로고
    • "Stability and second-order analyses of frames with semirigid connections under uniformly distributed axial loads"
    • Aristizabal-Ochoa, J. D. (2001). "Stability and second-order analyses of frames with semirigid connections under uniformly distributed axial loads." J. Struct. Eng. 127(11), 1306-1315.
    • (2001) J. Struct. Eng. , vol.127 , Issue.11 , pp. 1306-1315
    • Aristizabal-Ochoa, J.D.1
  • 3
    • 0344035521 scopus 로고    scopus 로고
    • "Elastic stability and second-order analysis of 3D frames: Effects of column orientation"
    • Aristizábal-Ochoa, J. D. (2003). "Elastic stability and second-order analysis of 3D frames: Effects of column orientation." J. Eng. Mech. 129(11), 1254-1267.
    • (2003) J. Eng. Mech. , vol.129 , Issue.11 , pp. 1254-1267
    • Aristizábal-Ochoa, J.D.1
  • 4
    • 8644274574 scopus 로고    scopus 로고
    • "Column stability and minimum lateral bracing: Effects of shear deformations"
    • Aristizabal-Ochoa, J. D. (2004). "Column stability and minimum lateral bracing: Effects of shear deformations." J. Eng. Mech. 130(10), 1223-1232.
    • (2004) J. Eng. Mech. , vol.130 , Issue.10 , pp. 1223-1232
    • Aristizabal-Ochoa, J.D.1
  • 5
    • 0029379147 scopus 로고
    • "Stiffness-matrix formulation of beams with shear effect on elastic foundation"
    • Aydogan, M. (1995). "Stiffness-matrix formulation of beams with shear effect on elastic foundation." J. Struct. Eng. 121(9), 1265-1270.
    • (1995) J. Struct. Eng. , vol.121 , Issue.9 , pp. 1265-1270
    • Aydogan, M.1
  • 6
    • 0024011861 scopus 로고
    • "Static Timoshenko beam-columns on elastic media"
    • Chen, F. Y., and Pantelides, C. P. (1988). "Static Timoshenko beam-columns on elastic media." J. Struct. Eng., 114(5), 1152-1172.
    • (1988) J. Struct. Eng. , vol.114 , Issue.5 , pp. 1152-1172
    • Chen, F.Y.1    Pantelides, C.P.2
  • 7
    • 0003636706 scopus 로고
    • 8th Ed. Chap. VII, The University of Michigan, Ann Arbor, Mich
    • Hetenyi, M. (1967). Beams on elastic foundation, 8th Ed. Chap. VII, The University of Michigan, Ann Arbor, Mich.
    • (1967) Beams on Elastic Foundation
    • Hetenyi, M.1
  • 8
    • 0002339354 scopus 로고
    • "Matrix analysis of semi-rigidly connected frames"
    • Monforton, G. R., and Wu, T. S. (1963). "Matrix analysis of semi-rigidly connected frames." J. Struct. Div. ASCE, 89(6), 13-42.
    • (1963) J. Struct. Div. ASCE , vol.89 , Issue.6 , pp. 13-42
    • Monforton, G.R.1    Wu, T.S.2
  • 9
    • 0003392763 scopus 로고
    • Prentice-Hall, Englewood Cliffs, N.J
    • Scott, R. F. (1981). Foundation analysis, Prentice-Hall, Englewood Cliffs, N.J.
    • (1981) Foundation Analysis
    • Scott, R.F.1


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.