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Volumn 25, Issue 1, 2002, Pages 89-98

Displacement-based seismic design for buildings

Author keywords

Displacement based design; Equivalent damping; Substitute structure; Target displacement

Indexed keywords

APPROXIMATION THEORY; BUILDINGS; DAMPING; DEGREES OF FREEDOM (MECHANICS); EARTHQUAKE RESISTANCE; ELASTICITY; ITERATIVE METHODS; MATHEMATICAL MODELS; STIFFNESS;

EID: 0036143076     PISSN: 02533839     EISSN: None     Source Type: Journal    
DOI: 10.1080/02533839.2002.9670683     Document Type: Article
Times cited : (7)

References (14)
  • 4
    • 0004105048 scopus 로고
    • Processed CSMIP strong-motion records from the Northridge, California earthquake of January 17, 1994: Release No. 1
    • Report No. OSMS 94-06B, California Strong Motion Instrumental Program, California Department of Conservation Division of Mines and Geology, Office of Strong Motion Studies, 801 K Street, Ms 13-35, Sacramento, California Feb. 1994
    • (1994)
    • Darragh, R.1    Cao, T.2    Cramer, C.3    Huang, M.4    Shakal, A.5
  • 9
    • 0004156929 scopus 로고
    • Displacement-based design, a methodology for seismic design applied to SDOF reinforced concrete structures
    • Structural System Research Project, University of California, San Diego La Jolla, California, SSRP-94/16
    • (1994)
    • Kowalsky, M.J.1    Priestley, M.J.N.2    MacRae, G.A.3


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.