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Volumn 72, Issue 4, 2007, Pages 379-396

Erratum: Comments on 'Upper bound solution to elasticity problems: A unique property of the linearly conforming point interpolation method (LC-PIM)'(International Journal for Numerical Methods in Engineering) 10.1002/nme.2004;A modified operator splitting (OS) method for collaborative structural analysis (CSA)

Author keywords

Collaborative structural analysis; Geometrical non linearity; Numerical stability; Operator splitting method; Seismic response simulation; Transient analysis

Indexed keywords

COLUMNS (STRUCTURAL); CONVERGENCE OF NUMERICAL METHODS; SEISMIC RESPONSE; STEEL STRUCTURES; TRANSIENT ANALYSIS;

EID: 35349009031     PISSN: 00295981     EISSN: 10970207     Source Type: Journal    
DOI: 10.1002/nme.2384     Document Type: Erratum
Times cited : (9)

References (20)
  • 1
    • 35348933118 scopus 로고    scopus 로고
    • ABAQUS. ABAQUS Version 6.4 Documentation. ABAQUS, Inc, 2004
    • ABAQUS. ABAQUS Version 6.4 Documentation. ABAQUS, Inc., 2004.
  • 2
    • 35348946244 scopus 로고    scopus 로고
    • 30 April 2006
    • OpenSees page. http://opensees.berkeley.edu (30 April 2006).
    • OpenSees page
  • 8
    • 0030073802 scopus 로고    scopus 로고
    • Application of pseudo dynamic test method to structural research
    • Shing PB, Nakashima M, Bursi OS. Application of pseudo dynamic test method to structural research. Earthquake Spectra 1996; 12:29-56.
    • (1996) Earthquake Spectra , vol.12 , pp. 29-56
    • Shing, P.B.1    Nakashima, M.2    Bursi, O.S.3
  • 10
    • 85007676880 scopus 로고
    • Stability of a finite difference method for solving matrix equations
    • Leech JW, Hsu PT, Mack EW. Stability of a finite difference method for solving matrix equations. AIAA Journal 1965; 3:2172-2173.
    • (1965) AIAA Journal , vol.3 , pp. 2172-2173
    • Leech, J.W.1    Hsu, P.T.2    Mack, E.W.3
  • 11
    • 19944367214 scopus 로고
    • Relationship between integration time interval and response stability in pseudo dynamic testing
    • Nakashima M. Part I: Relationship between integration time interval and response stability in pseudo dynamic testing. Journal of Structural and Construction Engineering 1985; 353:29-36.
    • (1985) Journal of Structural and Construction Engineering , vol.353 , pp. 29-36
    • Nakashima, M.1    Part, I.2
  • 12
    • 35348982730 scopus 로고
    • Part II: Relationship between integration time interval and accuracy of displacement, velocity, and acceleration responses in pseudo dynamic testing
    • Nakashima M. Part II: Relationship between integration time interval and accuracy of displacement, velocity, and acceleration responses in pseudo dynamic testing. Journal of Structural and Construction Engineering 1985; 358:35-42.
    • (1985) Journal of Structural and Construction Engineering , vol.358 , pp. 35-42
    • Nakashima, M.1
  • 13
    • 0002689020 scopus 로고
    • A method of computation for structural dynamics
    • Newmark NM. A method of computation for structural dynamics. ASCE Proceedings 1959; 85:67-94.
    • (1959) ASCE Proceedings , vol.85 , pp. 67-94
    • Newmark, N.M.1
  • 14
    • 0036717501 scopus 로고    scopus 로고
    • Explicit pseudo dynamic algorithm with unconditional stability
    • Chang SY. Explicit pseudo dynamic algorithm with unconditional stability. Journal of Engineering Mechanics (ASCE) 2002; 128:935-947.
    • (2002) Journal of Engineering Mechanics (ASCE) , vol.128 , pp. 935-947
    • Chang, S.Y.1
  • 17
    • 0031252117 scopus 로고    scopus 로고
    • Alpha operator splitting time integration technique for PSD testing error propagation analysis
    • Combescure D, Pegon P. Alpha operator splitting time integration technique for PSD testing error propagation analysis. Soil Dynamics and Earthquake Engineering 1997; 16:427-443.
    • (1997) Soil Dynamics and Earthquake Engineering , vol.16 , pp. 427-443
    • Combescure, D.1    Pegon, P.2
  • 18
    • 0017982090 scopus 로고
    • Implicit-explicit finite elements in transient analysis: Stability theory
    • Hughes TJR, Liu WK. Implicit-explicit finite elements in transient analysis: stability theory. Journal of Applied Mechanics (ASME) 1978; 45:375-378.
    • (1978) Journal of Applied Mechanics (ASME) , vol.45 , pp. 375-378
    • Hughes, T.J.R.1    Liu, W.K.2
  • 20
    • 0032043237 scopus 로고    scopus 로고
    • Static and dynamic post-buckling behavior of truss structures
    • Tada M, Suito A. Static and dynamic post-buckling behavior of truss structures. Engineering Structures 1998; 20:384-389.
    • (1998) Engineering Structures , vol.20 , pp. 384-389
    • Tada, M.1    Suito, A.2


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.