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Volumn 5, Issue 3, 2004, Pages 326-334

Investigation of newly developed added damping and stiffness device with low yield strength steel

Author keywords

Capability of seismic resistance; Hysteretic behavior of rhombic steel plate; Nonlinear analytical model; Seismic shock absorbance elements

Indexed keywords

COMPUTER SIMULATION; DAMPING; EARTHQUAKE RESISTANCE; ENERGY DISSIPATORS; MATHEMATICAL MODELS; STIFFNESS; YIELD STRESS;

EID: 2442658216     PISSN: 10093095     EISSN: None     Source Type: Journal    
DOI: 10.1631/jzus.2004.0326     Document Type: Article
Times cited : (37)

References (15)
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  • 3
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    • New Zealand
    • Tanaka, K., Sasaki, Y., 2000. Hysteretic Performance of Shear Panel Dampers of Ultra Low-Yield-Strength Steel for Seismic Response Control of Buildings. 12th World Conference on Earthquake Engineering, WCEE. New Zealand.
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    • Tanaka, K.1    Sasaki, Y.2
  • 10
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  • 14
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    • Earthquake simulator testing of steel plate added damping and stiffness elements
    • University of California, Berkeley, CA, U.S.A.
    • Whittaker, A., Bertero, V.V., Alonso, J., 1989. Earthquake simulator testing of steel plate added damping and stiffness elements. In: Report No. 89/02, Earthquake Engineering Research Center. University of California, Berkeley, CA, U.S.A.
    • (1989) Report No. 89/02, Earthquake Engineering Research Center
    • Whittaker, A.1    Bertero, V.V.2    Alonso, J.3
  • 15
    • 0026898004 scopus 로고
    • Influence of ADAS element parameters on building seismic response
    • Xia, C., Hanson, R.D., 1992. Influence of ADAS element parameters on building seismic response. Journal of Structural Engineering, ASCE, 118(7): 1903-1918.
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* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.