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Volumn 21, Issue 4, 1999, Pages 291-305

Effectiveness of TLCD on various structural systems

Author keywords

[No Author keywords available]

Indexed keywords

ACCELERATION CONTROL; BENDING STRENGTH; CANTILEVER BEAMS; DAMPING; MATHEMATICAL MODELS; SENSITIVITY ANALYSIS; SHEAR STRENGTH; SHEAR WALLS; STRUCTURAL ANALYSIS; STRUCTURAL FRAMES; STRUCTURAL LOADS; VIBRATION CONTROL;

EID: 0033120639     PISSN: 01410296     EISSN: None     Source Type: Journal    
DOI: 10.1016/S0141-0296(97)00156-9     Document Type: Article
Times cited : (34)

References (17)
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    • Kwok K. C. S., Samali B. Performance of tuned mass dampers under winds loads. Engng. Struct. 17(9):1995;655-667.
    • (1995) Engng. Struct. , vol.17 , Issue.9 , pp. 655-667
    • Kwok, K.C.S.1    Samali, B.2
  • 3
    • 0028393148 scopus 로고
    • Supertall buildings with tuned mass damper
    • Youssef N. Supertall buildings with tuned mass damper. Struct. Design Tall Buildings. 3:1994;1-12.
    • (1994) Struct. Design Tall Buildings , vol.3 , pp. 1-12
    • Youssef, N.1
  • 4
    • 0028975969 scopus 로고
    • A model of tuned liquid damper for suppressing pitching motions of structures
    • Sun L. M., Fujino Y., Koga K. A model of tuned liquid damper for suppressing pitching motions of structures. Earthquake Engng. and Struct. Dyn. 24:1995;625-636.
    • (1995) Earthquake Engng. and Struct. Dyn. , vol.24 , pp. 625-636
    • Sun, L.M.1    Fujino, Y.2    Koga, K.3
  • 6
    • 0026791047 scopus 로고
    • Control of along wind response of structures by mass and liquid dampers
    • Xu Y.L., Samali B, Kwok K.C.S. Control of along wind response of structures by mass and liquid dampers. J. Engng. Mech. 118(1):1992;20-39.
    • (1992) J. Engng. Mech. , vol.118 , Issue.1 , pp. 20-39
    • Xu, Y.L.1    Samali, B.2    Kwok, K.C.S.3
  • 7
    • 0012338285 scopus 로고
    • Effectiveness of optimised tuned liquid column dampers in controlling vibration of tall buildings subject to strong ground motions
    • Nanjing, China
    • Samali B, Kwok KCS, Young G, Xu YL. Effectiveness of optimised tuned liquid column dampers in controlling vibration of tall buildings subject to strong ground motions. 2nd International Conference on Highrise Buildings. Nanjing, China, 1992, pp. 402-407.
    • (1992) 2nd International Conference on Highrise Buildings , pp. 402-407
    • Samali, B.1    Kwok, K.C.S.2    Young, G.3    Xu, Y.L.4
  • 9
  • 10
    • 0028498636 scopus 로고
    • Analysis of free vibrations of tall buildings
    • Li Q., Coa H., Li G. Analysis of free vibrations of tall buildings. J. Engng. Mech., ASCE. 120(9):1994;1861-1876.
    • (1994) J. Engng. Mech., ASCE , vol.120 , Issue.9 , pp. 1861-1876
    • Li, Q.1    Coa, H.2    Li, G.3
  • 12
    • 84919080627 scopus 로고
    • Application of statistical linearisation techniques to nonlinear multidegree of freedom systems
    • Iwan W. D., Yang I. Application of statistical linearisation techniques to nonlinear multidegree of freedom systems. J. of Appl. Mech. 39:1972;545-550.
    • (1972) J. of Appl. Mech. , vol.39 , pp. 545-550
    • Iwan, W.D.1    Yang, I.2
  • 13
    • 0000464998 scopus 로고
    • Effectiveness of tuned liquid dampers for vibration control of towers
    • Balendra T., Wang C. M., Cheong H. F. Effectiveness of tuned liquid dampers for vibration control of towers. Engng. Struct. 17(9):1995;668-675.
    • (1995) Engng. Struct. , vol.17 , Issue.9 , pp. 668-675
    • Balendra, T.1    Wang, C.M.2    Cheong, H.F.3
  • 16
    • 0027390671 scopus 로고
    • Forecast models for damping and vibration periods of buildings
    • Lagomarsino S. Forecast models for damping and vibration periods of buildings. J. Wind Engng. and Ind. Aerodyn. 48:1993;221-239.
    • (1993) J. Wind Engng. and Ind. Aerodyn. , vol.48 , pp. 221-239
    • Lagomarsino, S.1
  • 17
    • 0020141412 scopus 로고
    • Dynamic characteristics of frame-wall systems
    • Basu A. K., Nagpal A. K., Nagar A. K. Dynamic characteristics of frame-wall systems. J. Struct. Div. 108(ST6):1982;1201-1218.
    • (1982) J. Struct. Div. , vol.108 , Issue.ST6 , pp. 1201-1218
    • Basu, A.K.1    Nagpal, A.K.2    Nagar, A.K.3


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.