메뉴 건너뛰기




Volumn 7, Issue 4, 1998, Pages 522-529

Active response control of buildings for large earthquakes - Seismic response control system with variable structural characteristics

Author keywords

[No Author keywords available]

Indexed keywords

DAMPING; DYNAMIC RESPONSE; STIFFNESS; STRUCTURAL ANALYSIS; TALL BUILDINGS; VIBRATION CONTROL;

EID: 0032137474     PISSN: 09641726     EISSN: None     Source Type: Journal    
DOI: 10.1088/0964-1726/7/4/012     Document Type: Article
Times cited : (21)

References (20)
  • 2
    • 0002050568 scopus 로고
    • Future direction on research and development of seismic-responce-controlled structure
    • Kobori T 1994 Future direction on research and development of seismic-responce-controlled structure Proc. 1st World Conf. on Structural Control (Los Angeles) Vol 1
    • (1994) Proc. 1st World Conf. on Structural Control (Los Angeles) , vol.1
    • Kobori, T.1
  • 4
    • 0029277351 scopus 로고
    • Research, development and practical applications on structural response control of buildings
    • Sakamoto M and Kobori T 1995 Research, development and practical applications on structural response control of buildings J. Smart Mater. Struct. 4
    • (1995) J. Smart Mater. Struct. , vol.4
    • Sakamoto, M.1    Kobori, T.2
  • 10
    • 0027703946 scopus 로고
    • Seismic responce controlled structure with active variable stiffness system
    • Kobori T et al 1993 Seismic responce controlled structure with active variable stiffness system Earthquake Eng. Struct. Dyn. 22
    • (1993) Earthquake Eng. Struct. Dyn. , vol.22
    • Kobori, T.1
  • 11
    • 0003040215 scopus 로고
    • Analytical study on the active variable stiffness system applied to a high-rise building
    • Nasu T et al 1995 Analytical study on the active variable stiffness system applied to a high-rise building J. Struct. Eng. B 41
    • (1995) J. Struct. Eng. B , vol.41
    • Nasu, T.1
  • 12
    • 0003047585 scopus 로고    scopus 로고
    • Analytical study on active variable stiffness system applied to a high-rise building subjected to the records in Osaka Plain during the 1995 Hyogo-ken Nanbu earthquake
    • Nasu T et al 1996 Analytical study on active variable stiffness system applied to a high-rise building subjected to the records in Osaka Plain during the 1995 Hyogo-ken Nanbu earthquake J. Struct. Eng. B 42
    • (1996) J. Struct. Eng. B , vol.42
    • Nasu, T.1
  • 13
    • 11744386636 scopus 로고
    • Earthquake observation record provided by Kansai
    • 1995 Earthquake observation record provided by Kansai Earthquake Observation Research Conf.
    • (1995) Earthquake Observation Research Conf.
  • 14
    • 11744253070 scopus 로고
    • Damage of Hyogo-ken Nanbu earthquake
    • Architectural Institute of Japan 1995 Damage of Hyogo-ken Nanbu earthquake Architecture Building Sci. 110
    • (1995) Architecture Building Sci. , vol.110
  • 16
    • 0342299282 scopus 로고
    • Research on active seismic response control system with structure characteristics - Feedback
    • Kobori T et al 1991 Research on active seismic response control system with structure characteristics - feedback J. Struct. Eng. B 37
    • (1991) J. Struct. Eng. B , vol.37
    • Kobori, T.1
  • 18
    • 0020765948 scopus 로고
    • Semi-active versus passive or active tuned mass dampers for structural control
    • Hrovat D et al 1983 Semi-active versus passive or active tuned mass dampers for structural control J. Eng. Mech. 109
    • (1983) J. Eng. Mech. , vol.109
    • Hrovat, D.1
  • 19
    • 0024734653 scopus 로고
    • Active parameter control of nonlinear vibrating structures
    • Masri S F et al 1989 Active parameter control of nonlinear vibrating structures J. Appl. Mech. 56
    • (1989) J. Appl. Mech. , vol.56
    • Masri, S.F.1
  • 20
    • 0028420075 scopus 로고
    • Semiactive motion control using variable stiffness
    • Nemir D C et al 1994 Semiactive motion control using variable stiffness J. Struct. Eng. 120
    • (1994) J. Struct. Eng. , vol.120
    • Nemir, D.C.1


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.