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Volumn 31, Issue 5, 2002, Pages 1131-1150

Seismic response of self-centring hysteretic SDOF systems

Author keywords

Hysteretic models; Non linear analysis; SDOF systems; Seismic reponse; Self centring systems

Indexed keywords

DEGREES OF FREEDOM (MECHANICS); EARTHQUAKES; ELASTICITY; ENERGY DISSIPATION; PLASTICITY; STIFFNESS;

EID: 0036569204     PISSN: 00988847     EISSN: None     Source Type: Journal    
DOI: 10.1002/eqe.152     Document Type: Article
Times cited : (299)

References (15)
  • 2
    • 84903582576 scopus 로고    scopus 로고
    • Recommended seismic design criteria for new steel moment-frame buildings
    • FEMA. Federal Emergency Management Agency, Washington, DC
    • (2000) FEMA No. 350


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.