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Volumn 13, Issue 4, 2008, Pages 319-330

Stochastic response of bridges seismically isolated by friction pendulum system

Author keywords

Bridges; Friction; Isolation; Seismic effect; Stochastic processes

Indexed keywords

ARCHITECTURAL DESIGN; BRIDGES; COMPUTER NETWORKS; EARTHQUAKES; LINEARIZATION; MECHANICS; PENDULUMS; RANDOM PROCESSES; SEISMOLOGY; STOCHASTIC PROGRAMMING; TRIBOLOGY;

EID: 45249119067     PISSN: 10840702     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)1084-0702(2008)13:4(319)     Document Type: Article
Times cited : (76)

References (23)
  • 11
    • 0001628456 scopus 로고
    • Semiempirical formula for the seismic characteristics of the ground.", Vol., University of Tokyo.
    • Kanai, K. (1957). " Semiempirical formula for the seismic characteristics of the ground.." Bulletin of earthquake research institute, Vol. 35, University of Tokyo, 309-325.
    • (1957) Bulletin of Earthquake Research Institute , vol.35 , pp. 309-325
    • Kanai, K.1
  • 19
    • 0002810694 scopus 로고
    • A statistical method of determining the maximum response of a building structure during an earthquake.", Vol., Tokyo.
    • Tajimi, H. (1960). " A statistical method of determining the maximum response of a building structure during an earthquake.." Proc., 2nd World Conf. on Earthquake Engineering, Vol. 11, Tokyo, 781-798.
    • (1960) Proc., 2nd World Conf. on Earthquake Engineering , vol.11 , pp. 781-798
    • Tajimi, H.1


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.