메뉴 건너뛰기




Volumn 212, Issue 3, 1998, Pages 525-546

Critical seismic vector random excitations for multiply supported structures

Author keywords

[No Author keywords available]

Indexed keywords


EID: 0001532603     PISSN: 0022460X     EISSN: None     Source Type: Journal    
DOI: 10.1006/jsvi.1997.1460     Document Type: Article
Times cited : (35)

References (30)
  • 2
    • 0000355667 scopus 로고
    • Model-free design of aseismic structures
    • R. F. DRENICK 1970 Journal of Engineering Mechanics 96, 483-493. Model-free design of aseismic structures.
    • (1970) Journal of Engineering Mechanics , vol.96 , pp. 483-493
    • Drenick, R.F.1
  • 3
    • 0015657112 scopus 로고
    • Aseismic design by way of critical excitations
    • R. F. DRENICK 1973 Journal of Engineering Mechanics 99, 649-667. Aseismic design by way of critical excitations.
    • (1973) Journal of Engineering Mechanics , vol.99 , pp. 649-667
    • Drenick, R.F.1
  • 11
    • 0029415957 scopus 로고
    • Critical earthquake input power spectral density models for engineering structures
    • C. S. MANOHAR and A. SARKAR 1995 Earthquake Engineering and Structural Dynamics 24, 1549-1566. Critical earthquake input power spectral density models for engineering structures.
    • (1995) Earthquake Engineering and Structural Dynamics , vol.24 , pp. 1549-1566
    • Manohar, C.S.1    Sarkar, A.2
  • 14
    • 0025206287 scopus 로고
    • Response of indeterminate two-span beam to spatially varying seismic excitation
    • R. S. HARICHANDRAN and W. WANG 1990 Earthquake Engineering and Structural Dynamics 19, 173-187. Response of indeterminate two-span beam to spatially varying seismic excitation.
    • (1990) Earthquake Engineering and Structural Dynamics , vol.19 , pp. 173-187
    • Harichandran, R.S.1    Wang, W.2
  • 15
  • 18
    • 0010906762 scopus 로고
    • Effect of spatial variability and propagation of seismic ground motions on the response of multiply supported structures
    • A. ZERVA 1991 Probabilistic Engineering Mechanics 6, 212-221. Effect of spatial variability and propagation of seismic ground motions on the response of multiply supported structures.
    • (1991) Probabilistic Engineering Mechanics , vol.6 , pp. 212-221
    • Zerva, A.1
  • 21
    • 0002899363 scopus 로고
    • Empirical spatial coherency functions for application to soil-structure interaction analysis
    • N. A. ABRAHAMSON, J. F. SCHNEIDER and J. C. STEPP 1991 Earthquake Spectra 7, 1-28. Empirical spatial coherency functions for application to soil-structure interaction analysis.
    • (1991) Earthquake Spectra , vol.7 , pp. 1-28
    • Abrahamson, N.A.1    Schneider, J.F.2    Stepp, J.C.3
  • 23
    • 0028601836 scopus 로고
    • Earthquake ground motion characterization for large or multiply supported structures
    • P. BANERJEE 1994 Current Science 67, 386-394. Earthquake ground motion characterization for large or multiply supported structures.
    • (1994) Current Science , vol.67 , pp. 386-394
    • Banerjee, P.1
  • 28
    • 0030126390 scopus 로고    scopus 로고
    • Dynamic stiffness matrix of a general cable element
    • A. SARKAR and C. S. MANOHAR 1996 Archives of Applied Mechanics 66, 315-325. Dynamic stiffness matrix of a general cable element.
    • (1996) Archives of Applied Mechanics , vol.66 , pp. 315-325
    • Sarkar, A.1    Manohar, C.S.2
  • 29
    • 0029668638 scopus 로고    scopus 로고
    • Critical cross power spectral density functions and the highest response of multi-supported structures subjected to multi-component earthquake excitations
    • A. SARKAR and C. S. MANOHAR 1996 Earthquake Engineering and Structural Dynamics 25, 303-315. Critical cross power spectral density functions and the highest response of multi-supported structures subjected to multi-component earthquake excitations.
    • (1996) Earthquake Engineering and Structural Dynamics , vol.25 , pp. 303-315
    • Sarkar, A.1    Manohar, C.S.2


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.