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Volumn 129, Issue 2, 2003, Pages 224-232

Reliability of frame and shear wall structural systems. I: Static loading

Author keywords

Finite element method; Limit states; Shear walls; Simulation; Static loads; Steel frames

Indexed keywords

LIMIT STATES; STATIC LOADS; STEEL FRAMES; STOCHASTIC FINITE-ELEMENT METHOD (SFEM);

EID: 10844259012     PISSN: 07339445     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-9445(2003)129:2(224)     Document Type: Article
Times cited : (16)

References (19)
  • 3
    • 0018519955 scopus 로고
    • Methods of design sensitivity analysis in structural optimization
    • Arora, J. S., and Haug, E. J. (1979). "Methods of design sensitivity analysis in structural optimization." AIAA J., 17(9), 970-974.
    • (1979) AIAA J. , vol.17 , Issue.9 , pp. 970-974
    • Arora, J.S.1    Haug, E.J.2
  • 5
    • 0029344302 scopus 로고
    • Safety evaluation of frames with PR connections
    • Gao, L., and Haldar, A. (1995). "Safety evaluation of frames with PR connections" J. Struct. Eng., 121(7), 1101-1109.
    • (1995) J. Struct. Eng. , vol.121 , Issue.7 , pp. 1101-1109
    • Gao, L.1    Haldar, A.2
  • 6
    • 0006342099 scopus 로고    scopus 로고
    • Reliability evaluation of structures using nonlinear SFEM
    • A Haldar, A. Guran, and B. M. Ayyub, eds., World Scientific Publishing, River Edge, N.J.
    • Haldar, A., and Gao, L. (1997). "Reliability evaluation of structures using nonlinear SFEM." Uncertainty Modeling in Finite Element, Fatigue, and Stability of Systems, A Haldar, A. Guran, and B. M. Ayyub, eds., World Scientific Publishing, River Edge, N.J., 23-50.
    • (1997) Uncertainty Modeling in Finite Element, Fatigue, and Stability of Systems , pp. 23-50
    • Haldar, A.1    Gao, L.2
  • 9
    • 0024904518 scopus 로고
    • Elasto-plastic large deformation analysis of PR steel frames for LRFD
    • Haldar, A., and Nee, K. M. (1989). "Elasto-plastic large deformation analysis of PR steel frames for LRFD." Comput. Struct., 34(5). 811-823.
    • (1989) Comput. Struct. , vol.34 , Issue.5 , pp. 811-823
    • Haldar, A.1    Nee, K.M.2
  • 11
    • 0031236140 scopus 로고    scopus 로고
    • Dynamic nonlinear analysis of reinforced concrete shear wall by finite element method with explicit analytical procedure
    • Inoue, N., Yang, K., and Shibata, A. (1997). "Dynamic nonlinear analysis of reinforced concrete shear wall by finite element method with explicit analytical procedure." Earthquake Eng. Struct. Dyn., 26, 967-986.
    • (1997) Earthquake Eng. Struct. Dyn. , vol.26 , pp. 967-986
    • Inoue, N.1    Yang, K.2    Shibata, A.3
  • 12
    • 0002368289 scopus 로고
    • Large-deformation, elasto-plastic analysis of frames under non-conservative loading, using explicitly derived tangent stiffnesses based on assumed stresses
    • Kondoh, K., and Atluri, S. N. (1987). "Large-deformation, elasto-plastic analysis of frames under non-conservative loading, using explicitly derived tangent stiffnesses based on assumed stresses." Computational Mech., 2, 1-25.
    • (1987) Computational Mech. , vol.2 , pp. 1-25
    • Kondoh, K.1    Atluri, S.N.2
  • 14
    • 10844223685 scopus 로고    scopus 로고
    • Reliability of frame and shear wall structural systems. II: Dynamic loading
    • Lee, S. Y., and Haldar, A. (2003). "Reliability of frame and shear wall structural systems. II: Dynamic loading." J. Struct. Eng., 129(2), 233-240.
    • (2003) J. Struct. Eng. , vol.129 , Issue.2 , pp. 233-240
    • Lee, S.Y.1    Haldar, A.2
  • 15
    • 0025206982 scopus 로고
    • Behavior of reinforced concrete structural walls: Strength, deformation characteristics, and failure mechanism
    • Lefas, D., Kotsovos, D., and Ambraseys, N. (1990). "Behavior of reinforced concrete structural walls: strength, deformation characteristics, and failure mechanism." ACI Struct. J., 87(1), 23-31.
    • (1990) ACI Struct. J. , vol.87 , Issue.1 , pp. 23-31
    • Lefas, D.1    Kotsovos, D.2    Ambraseys, N.3
  • 16
    • 0022026758 scopus 로고
    • Static and cyclic behaviors of multistory infilled frames with different interface conditions
    • Liauw, T. C., and Kwan, K. H. (1985). "Static and cyclic behaviors of multistory infilled frames with different interface conditions." J. Sound Vib., 99(2), 275-283.
    • (1985) J. Sound Vib. , vol.99 , Issue.2 , pp. 275-283
    • Liauw, T.C.1    Kwan, K.H.2
  • 17
    • 0021787841 scopus 로고
    • Structural design sensitivity analysis of nonlinear response
    • Ryu, Y. S., Hadrian, M., Wu, C. C., and Arora, J. S. (1985). "Structural design sensitivity analysis of nonlinear response," Comput. Struct., 21(1/2), 245-255.
    • (1985) Comput. Struct. , vol.21 , Issue.1-2 , pp. 245-255
    • Ryu, Y.S.1    Hadrian, M.2    Wu, C.C.3    Arora, J.S.4
  • 18
    • 0024303654 scopus 로고
    • Nonlinear finite element analysis of reinforced concrete membranes
    • Vecchio, F. J. (1989). "Nonlinear finite element analysis of reinforced concrete membranes." ACI Struct. J., 26-35.
    • (1989) ACI Struct. J. , pp. 26-35
    • Vecchio, F.J.1
  • 19
    • 0021476927 scopus 로고
    • Cracking in reinforced concrete analysis
    • Gupta, A. K., and Akbar, H. (1984). "Cracking in reinforced concrete analysis." J. Struct Eng., 110(8), 1735-1746.
    • (1984) J. Struct Eng. , vol.110 , Issue.8 , pp. 1735-1746
    • Gupta, A.K.1    Akbar, H.2


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.