메뉴 건너뛰기




Volumn 190, Issue 31, 2001, Pages 3927-3943

Nonstationary random critical excitation for nonproportionally damped structural systems

Author keywords

Critical excitation; Design earthquake; Nonproportional damping; Nonstationary random input; Power spectral density function; Random vibration

Indexed keywords

DAMPING; DYNAMIC RESPONSE; EARTHQUAKE RESISTANCE; RANDOM PROCESSES; VIBRATIONS (MECHANICAL);

EID: 0035957604     PISSN: 00457825     EISSN: None     Source Type: Journal    
DOI: 10.1016/S0045-7825(00)00354-6     Document Type: Article
Times cited : (20)

References (26)
  • 6
    • 0002982452 scopus 로고
    • Worst inputs and a bound on the highest peak statistics of a class of non-linear systems
    • (1972) J. Sound Vib , vol.25 , pp. 29-37
    • Iyengar, R.N.1
  • 12
    • 0018297447 scopus 로고
    • On the application of the critical excitation method to aseismic design
    • (1979) J. Struct. Mech , vol.7 , pp. 55-63
    • Ahmadi, G.1
  • 26
    • 0031246186 scopus 로고    scopus 로고
    • A unified approach to two types of evolutionary random response problems in engineering
    • (1997) Arch. Appl. Mech , vol.67 , pp. 496-506
    • Fang, T.1    Sun, M.2


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.