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Volumn 17, Issue 3, 2001, Pages 427-456

Performance evaluation of passive damping systems for the seismic retrofit of steel moment-resisting frames subjected to near-field ground motions

Author keywords

[No Author keywords available]

Indexed keywords

BENDING STRENGTH; BRITTLENESS; DAMPING; EARTHQUAKE EFFECTS; FRICTION; RETROFITTING; SEISMIC PROSPECTING; VISCOSITY;

EID: 0035413756     PISSN: 87552930     EISSN: None     Source Type: Journal    
DOI: 10.1193/1.1586183     Document Type: Article
Times cited : (42)

References (35)
  • 16
    • 8144219634 scopus 로고
    • Parameter study of the response of moment-resisting steel frame buildings to near-source ground motions
    • Technical Report SAC95-05: Parametric Analytical Investigation of Ground Motion and Structural Response, Sacramento, CA
    • (1995) Northridge Earthquake of January 17, 1994 , pp. 11-183
    • Hall, J.F.1
  • 19
    • 0002606720 scopus 로고    scopus 로고
    • Taylor Devices. Inc., Personal Communications
    • Lee, D.1
  • 25
    • 0024920868 scopus 로고
    • Performance of large seismic steel moment connections under cyclic loading
    • American Institute of Steel Construction
    • (1989) Engineering Journal , vol.26 , Issue.2 , pp. 51-60
    • Popov, E.P.1    Tsai, K.C.2
  • 26
    • 0004041749 scopus 로고    scopus 로고
    • Connection test summaries
    • SAC Joint Venture, Report FEMA-289/SAC-96-02, SAC Joint Venture, Sacramento, CA.SAC Joint Venture, 1997b, Develop Suites of Time Histories, March 21, 1997, Sacramento, CA
    • (1997) Project Task: 5.4.1, Draft Report


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.