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Volumn 8, Issue , 2006, Pages 4393-4402

A penultimate proposal of equivalent damping values for the capacity spectrum method

Author keywords

[No Author keywords available]

Indexed keywords

CAPACITY SPECTRUM METHOD; COMPARATIVE STUDIES; CYCLIC BEHAVIOR; EARTHQUAKE GROUND MOTIONS; EQUIVALENT DAMPING; EVALUATION GUIDELINES; FORCE-DISPLACEMENT CURVES; HYSTERETIC DAMPING; INELASTIC RESPONSE; INELASTIC RESPONSE SPECTRUM; PUSHOVER CURVE; REDUCTION FACTOR; RESPONSE SPECTRA;

EID: 84865850378     PISSN: None     EISSN: None     Source Type: Conference Proceeding    
DOI: None     Document Type: Conference Paper
Times cited : (4)

References (18)
  • 1
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    • Army, Departments of the Army (TM 5-809- 10-1), Navy (NAVFAC P355.1), and the Air Force (AFM 88-3, Chap. 13, Section A), Washington, D.C.
    • Army, 1986. Seismic Design Guidelines for Essential Buildings, Departments of the Army (TM 5-809- 10-1), Navy (NAVFAC P355.1), and the Air Force (AFM 88-3, Chap. 13, Section A), Washington, D.C.
    • (1986) Seismic Design Guidelines for Essential Buildings
  • 3
    • 84865854327 scopus 로고    scopus 로고
    • Seismic evaluation and retrofit of concrete buildings
    • ATC, California Seismic Safety Commission, l, Redwood City, California
    • ATC, 1996. "Seismic Evaluation and Retrofit of Concrete Buildings, " California Seismic Safety Commission, Report No. SSC 96-01, ATC-40, Applied Technology Council, Redwood City, California.
    • (1996) Report No. SSC 96-01, ATC-40, Applied Technology Counci
  • 5
    • 0042328489 scopus 로고    scopus 로고
    • Capacity-Demand-diagram methods based on inelastic design spectrum
    • November 1999
    • Chopra, Anil K. and Goel, R.K., 1999. "Capacity-Demand-Diagram Methods Based on Inelastic Design Spectrum, " Earthquake Spectra, vol. 15, no. 4 (November 1999): 637-656.
    • (1999) Earthquake Spectra , vol.15 , Issue.4 , pp. 637-656
    • Chopra, A.K.1    Goel, R.K.2
  • 6
    • 0001125481 scopus 로고
    • Prediction of response of concrete buildings to severe earthquake motion
    • Publication SP-55, American Concrete Institute, Detroit, Michigan
    • Freeman, S.A., 1978. "Prediction of Response of Concrete Buildings to Severe Earthquake Motion, " Douglas McHenry International Symposium on Concrete and Concrete Structures, Publication SP-55, American Concrete Institute, Detroit, Michigan.
    • (1978) Douglas McHenry International Symposium on Concrete and Concrete Structures
    • Freeman, S.A.1
  • 7
    • 0023174325 scopus 로고
    • Code designed steel frame performance characteristics
    • Structures Congress '87, Structural Division, American Society of Civil Engineers, Orlando, Florida
    • Freeman, S.A., 1987. Code Designed Steel Frame Performance Characteristics, Dynamics of Structures Proceedings, pp 383-396, Structures Congress '87, Structural Division, American Society of Civil Engineers, Orlando, Florida.
    • (1987) Dynamics of Structures Proceedings , pp. 383-396
    • Freeman, S.A.1
  • 8
    • 84865839541 scopus 로고    scopus 로고
    • Paper No. 269, 6th US NCEE Conference on Earthquake Engineering/EERI, Seattle, Washington
    • Freeman, S.A., 1998a. Development and Use of Capacity Spectrum Method, Paper No. 269, 6th US NCEE Conference on Earthquake Engineering/EERI, Seattle, Washington.
    • (1998) Development and Use of Capacity Spectrum Method
    • Freeman, S.A.1
  • 10
    • 44149092754 scopus 로고    scopus 로고
    • Review of the development of the capacity spectrum method
    • Paper No. 438, March 2004
    • Freeman, S.A., 2004. "Review of the Development of the Capacity Spectrum Method", ISET Journal of Earthquake Technology, Paper No. 438, Vol. 41, No. 1, March 2004, pp. 1-13.
    • (2004) ISET Journal of Earthquake Technology , vol.41 , Issue.1 , pp. 1-13
    • Freeman, S.A.1
  • 12
    • 0016595167 scopus 로고
    • Evaluations of existing buildings for seismic risk - A case study of puget sound naval shipyard, Bremerton, Washington
    • EERI, Berkeley
    • Freeman, S.A., Nicoletti, J.P., and Tyrell, J.V., 1975. Evaluations of Existing Buildings for Seismic Risk - A Case Study of Puget Sound Naval Shipyard, Bremerton, Washington, Proceedings of the U.S. National Conference on Earthquake Engineers, EERI, pp 113-122, Berkeley.
    • (1975) Proceedings of the U.S. National Conference on Earthquake Engineers , pp. 113-122
    • Freeman, S.A.1    Nicoletti, J.P.2    Tyrell, J.V.3
  • 14
    • 77049090319 scopus 로고    scopus 로고
    • An improved capacity spectrum method employing statistically optimized linearization parameters
    • Paper No. 3020, Vancouver, B. C. Canada
    • Guyader, A.C. and Iwan, W. D., 2004. "An Improved Capacity Spectrum Method Employing Statistically Optimized Linearization Parameters, " Paper No. 3020, Proceedings, 13th World Conference on Earthquake Engineering, Vancouver, B. C., Canada.
    • (2004) Proceedings, 13th World Conference on Earthquake Engineering
    • Guyader, A.C.1    Iwan, W.D.2
  • 16
    • 0004062885 scopus 로고
    • Earthquake Engineering Research Institute, Oakland, California
    • Newmark, N. M., and Hall, W. J., 1982. Earthquake Spectra and Design, Earthquake Engineering Research Institute, Oakland, California.
    • (1982) Earthquake Spectra and Design
    • Newmark, N.M.1    Hall, W.J.2
  • 17
    • 0003201465 scopus 로고    scopus 로고
    • Preliminary development of direct displacement-based design for multi-degree of freedom systems
    • Maui, Hawaii
    • Priestley, M.J.N., Kowalsky, M.J., Ranzo, G., Benzoni, G., 1996. Preliminary Development of Direct Displacement-Based Design for Multi-Degree of Freedom Systems, Proceedings 65th Annual SEAOC Convention, pp. 47-66, Maui, Hawaii.
    • (1996) Proceedings 65th Annual SEAOC Convention , pp. 47-66
    • Priestley, M.J.N.1    Kowalsky, M.J.2    Ranzo, G.3    Benzoni, G.4
  • 18
    • 0042225555 scopus 로고    scopus 로고
    • WJE, Final Manuscript prepared for the U.S. Army Engineering Division by Wiss, Janney, Elstner Associates, Inc. Emeryville, California
    • WJE, 1996. "Seismic Dynamic Analysis for Buildings, " Final Manuscript prepared for the U.S. Army Engineering Division by Wiss, Janney, Elstner Associates, Inc., Emeryville, California.
    • (1996) Seismic Dynamic Analysis for Buildings


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.