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Volumn 40, Issue 12, 1997, Pages 2133-2149

Asynchronous parallel computing of structural non-stationary random seismic responses

Author keywords

Non stationary random; Parallel computing; Seismic response

Indexed keywords

DYNAMIC RESPONSE; INTEGRATION; PARALLEL ALGORITHMS; PARALLEL PROCESSING SYSTEMS; RANDOM PROCESSES; STRUCTURAL ANALYSIS;

EID: 0031172296     PISSN: 00295981     EISSN: None     Source Type: Journal    
DOI: 10.1002/(SICI)1097-0207(19970630)40:12<2133::AID-NME148>3.0.CO;2-1     Document Type: Article
Times cited : (11)

References (14)
  • 1
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    • M. B. Priestley, 'Power spectral analysis of non-stationary random processes', J. Sound Vib., 6, 86-97 (1967).
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    • Priestley, M.B.1
  • 4
    • 0023044514 scopus 로고
    • Response statistics of discretized structures to non-stationary random excitation
    • C. W. S. To, 'Response statistics of discretized structures to non-stationary random excitation', J. Sound Vib., 105, 217-231 (1986).
    • (1986) J. Sound Vib. , vol.105 , pp. 217-231
    • To, C.W.S.1
  • 5
    • 0000910235 scopus 로고
    • Pseudo excitation algorithm for nonstationary random seismic responses
    • Jiahao Lin, Wenshou Zhang and F. W. Williams, 'Pseudo excitation algorithm for nonstationary random seismic responses', Eng, Struct., 16, 270-276 (1994).
    • (1994) Eng, Struct. , vol.16 , pp. 270-276
    • Lin, J.1    Zhang, W.2    Williams, F.W.3
  • 6
    • 0029507490 scopus 로고
    • Non-stationary random seismic responses of non-uniform beams
    • Jiahao Lin, Guizhen Song, Yong Sun and F. W. Williams, 'Non-stationary random seismic responses of non-uniform beams', Soil Dyn. Earthquake Eng., 14, 301-306 (1995).
    • (1995) Soil Dyn. Earthquake Eng. , vol.14 , pp. 301-306
    • Lin, J.1    Song, G.2    Sun, Y.3    Williams, F.W.4
  • 9
    • 0029634481 scopus 로고
    • A high precision direct integration scheme for structures subjected to transient dynamic loading
    • Jiahao Lin, Weiping Shen and F. W. Williams, 'A high precision direct integration scheme for structures subjected to transient dynamic loading', Comput. Struct., 56, 113-120 (1995).
    • (1995) Comput. Struct. , vol.56 , pp. 113-120
    • Lin, J.1    Shen, W.2    Williams, F.W.3
  • 10
    • 0029305546 scopus 로고
    • A high precision direct integration scheme for non-stationary random seismic responses of non-classically damped structures
    • Jiahao Lin, Weiping Shen and F. W. Williams, 'A high precision direct integration scheme for non-stationary random seismic responses of non-classically damped structures', Struct. Eng. Mech., 3, 215-228 (1995).
    • (1995) Struct. Eng. Mech. , vol.3 , pp. 215-228
    • Lin, J.1    Shen, W.2    Williams, F.W.3
  • 11
    • 0029388799 scopus 로고
    • Parallel computing for the high precision direct integration method
    • Weiping Shen, Jiahao Lin and F. W. Williams, 'Parallel computing for the high precision direct integration method', Comp. Methods Appl. Mech. Eng., 126, 315-331 (1995).
    • (1995) Comp. Methods Appl. Mech. Eng. , vol.126 , pp. 315-331
    • Shen, W.1    Lin, J.2    Williams, F.W.3
  • 12
    • 3943106979 scopus 로고
    • Structural responses to nonstationary multi-point random seismic excitations
    • Jiahao Lin, Jianjun Li and Wenshou Zhang, 'Structural responses to nonstationary multi-point random seismic excitations', Acta Mechanica Sinica, 27, 567-576 (1995).
    • (1995) Acta Mechanica Sinica , vol.27 , pp. 567-576
    • Lin, J.1    Li, J.2    Zhang, W.3
  • 14
    • 25844443456 scopus 로고
    • High precision direct integration scheme for analysing structural nonstationary random responses
    • Jiahao Lin, Weiping Shen and F. W. Williams, 'High precision direct integration scheme for analysing structural nonstationary random responses', J. Dalian Univ. Technol., 35, 600-605 (1995).
    • (1995) J. Dalian Univ. Technol. , vol.35 , pp. 600-605
    • Lin, J.1    Shen, W.2    Williams, F.W.3


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.