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Volumn 12, Issue 2, 2003, Pages 177-190

Reduced order control for wind-induced vibrations of tall buildings

Author keywords

[No Author keywords available]

Indexed keywords

CIVIL ENGINEERING; CONTROL SYSTEMS; DEGREES OF FREEDOM (MECHANICS); VIBRATIONS (MECHANICAL); WIND;

EID: 0041317066     PISSN: 15417794     EISSN: None     Source Type: Journal    
DOI: 10.1002/tal.220     Document Type: Article
Times cited : (8)

References (16)
  • 2
    • 0033190073 scopus 로고    scopus 로고
    • Non-spillover control design of tall buildings in modal space
    • Fang JQ, Li QS and Liu DK. 1999. Non-spillover control design of tall buildings in modal space. Wind and Structures 2(3): 189-200.
    • (1999) Wind and Structures , vol.2 , Issue.3 , pp. 189-200
    • Fang, J.Q.1    Li, Q.S.2    Liu, D.K.3
  • 4
    • 85007709933 scopus 로고
    • Reduction of stiffness and mass matrix
    • Guyan RJ. 1965. Reduction of stiffness and mass matrix. AIAA Journal 3(2): 380.
    • (1965) AIAA Journal , vol.3 , Issue.2 , pp. 380
    • Guyan, R.J.1
  • 6
    • 0041434910 scopus 로고
    • Reduced modeling of structure of large degrees-of-freedom and optimum design of its control system
    • Kajiwara I, Nakamatsu A and Inagaki T. 1992. Reduced modeling of structure of large degrees-of-freedom and optimum design of its control system. JSME Transactions of Measurement and Automatic Control 28(3): 383-391.
    • (1992) JSME Transactions of Measurement and Automatic Control , vol.28 , Issue.3 , pp. 383-391
    • Kajiwara, I.1    Nakamatsu, A.2    Inagaki, T.3
  • 7
    • 0033096945 scopus 로고    scopus 로고
    • Optimal design of wind-induced vibration control of tall buildings and high-rise structures
    • Li QS, Cao H, Li GQ and Li SJ. 1999. Optimal design of wind-induced vibration control of tall buildings and high-rise structures. Wind and Structures 2(1): 35-47.
    • (1999) Wind and Structures , vol.2 , Issue.1 , pp. 35-47
    • Li, Q.S.1    Cao, H.2    Li, G.Q.3    Li, S.J.4
  • 9
    • 0041936263 scopus 로고    scopus 로고
    • Active vibration control of multiple buildings connected with active control bridges
    • Matsumoto Y, Doi F and Seto K. 1998. Active vibration control of multiple buildings connected with active control bridges. JSEM Transactions C 64(624): 56-62.
    • (1998) JSEM Transactions C , vol.64 , Issue.624 , pp. 56-62
    • Matsumoto, Y.1    Doi, F.2    Seto, K.3
  • 10
    • 0035279509 scopus 로고    scopus 로고
    • A reduced-order modeling technique for tall buildings with active tuned mass damper
    • Qu ZQ, Shi YM and Hua HX. 2001. A reduced-order modeling technique for tall buildings with active tuned mass damper. Earthquake Engineering and Structural Dynamics 30: 349-362.
    • (2001) Earthquake Engineering and Structural Dynamics , vol.30 , pp. 349-362
    • Qu, Z.Q.1    Shi, Y.M.2    Hua, H.X.3
  • 11
    • 85007848944 scopus 로고
    • A new method for making a reduced-order model of flexible structures using unobservability and uncontrollability and its application in vibration control
    • Seto K and Mitsuta S. 1991. A new method for making a reduced-order model of flexible structures using unobservability and uncontrollability and its application in vibration control. JSME Transactions C 57(542): 281-287.
    • (1991) JSME Transactions C , vol.57 , Issue.542 , pp. 281-287
    • Seto, K.1    Mitsuta, S.2
  • 15
    • 0000561264 scopus 로고
    • Dynamic condensation of mass and stiffness matrices
    • Zhang N. 1995. Dynamic condensation of mass and stiffness matrices. Journal of Sound and Vibration 188(4): 601-615.
    • (1995) Journal of Sound and Vibration , vol.188 , Issue.4 , pp. 601-615
    • Zhang, N.1
  • 16
    • 0033171201 scopus 로고    scopus 로고
    • Model reduction of high-rise structures based on a dynamic condensation method
    • Zhang N and Li QS. 1999. Model reduction of high-rise structures based on a dynamic condensation method. Advances in Structural Engineering 2(4): 331-336.
    • (1999) Advances in Structural Engineering , vol.2 , Issue.4 , pp. 331-336
    • Zhang, N.1    Li, Q.S.2


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.