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Volumn 11, Issue 4, 2002, Pages 233-263

Earthquake damageability criteria for due diligence investigations

Author keywords

[No Author keywords available]

Indexed keywords

EARTHQUAKE EFFECTS; HAZARDS; RISK ASSESSMENT; SEISMOLOGY; TALL BUILDINGS;

EID: 0036899388     PISSN: 10628002     EISSN: None     Source Type: Journal    
DOI: 10.1002/tal.197     Document Type: Article
Times cited : (10)

References (14)
  • 1
    • 0004041523 scopus 로고
    • Applied Technology Council: Redwood City, California, 1985
    • ATC (Applied Technology Council). 1985. Earthquake Damage Evaluation Data for California, ATC-13. Applied Technology Council: Redwood City, California, 1985.
    • (1985) Earthquake Damage Evaluation Data for California , vol.ATC-13
  • 4
    • 0003707796 scopus 로고    scopus 로고
    • FEMA, Washington, DC, January 1998. (Note: the American Society of Civil Engineers, Reston, VA, is currently developing Standard ASCE 31-XX, Seismic Evaluation of Existing Buildings based upon this document; the public ballot closed on 16, April)
    • FEMA-310 (Federal Emergency Management Agency). 1998. Handbook for the Seismic Evaluation of Existing Buildings - A Prestandard, FEMA, Washington, DC, January 1998. (Note: the American Society of Civil Engineers, Reston, VA, is currently developing Standard ASCE 31-XX, Seismic Evaluation of Existing Buildings based upon this document; the public ballot closed on 16, April 2001.).
    • (1998) Handbook for the Seismic Evaluation of Existing Buildings - A Prestandard
  • 5
    • 0011972495 scopus 로고    scopus 로고
    • Software for detailed earthquake risk analysis of structures
    • Developed by Risk Engineering, Bolder, Co. and Degenkolb Engineers, San Francisco, CA
    • S.T. Risk. Undated. Software for Detailed Earthquake Risk Analysis of Structures; User's Guide. Developed by Risk Engineering, Bolder, Co. and Degenkolb Engineers, San Francisco, CA.
    • User's Guide
    • Risk, S.T.1
  • 7
    • 0031236333 scopus 로고    scopus 로고
    • Probable maximum loss estimation in earthquakes: An application to welded steel moment frames
    • Thiel C.C. 1997. Probable Maximum Loss Estimation in Earthquakes: An Application to Welded Steel Moment Frames. The Structural Design of Tall Buildings. 6:183-207.
    • (1997) The Structural Design of Tall Buildings , vol.6 , pp. 183-207
    • Thiel, C.C.1
  • 9
    • 0033280544 scopus 로고    scopus 로고
    • Scenario loss earthquake damageability analysis
    • Thiel C.C. 2000. Scenario Loss Earthquake Damageability Analysis. The Structural Design of Tall Buildings 8: 261-272.
    • (2000) The Structural Design of Tall Buildings , vol.8 , pp. 261-272
    • Thiel, C.C.1
  • 11
    • 0032024849 scopus 로고    scopus 로고
    • Economic analysis of earthquake retrofit options: An application to welded steel moment frames
    • Thiel C.C., Hagen S.H. 1998. Economic Analysis of Earthquake Retrofit Options: An Application to Welded Steel Moment Frames. The Structural Design of Tall Buildings 7: 1-19.
    • (1998) The Structural Design of Tall Buildings , vol.7 , pp. 1-19
    • Thiel, C.C.1    Hagen, S.H.2
  • 13
    • 0023450190 scopus 로고
    • Earthquake characteristics and damage statistics
    • November
    • Thiel C.C., Zsutty T.C. 1987. Earthquake Characteristics and Damage Statistics. Earthquake Spectra 3(4): November.
    • (1987) Earthquake Spectra , vol.3 , Issue.4
    • Thiel, C.C.1    Zsutty, T.C.2
  • 14
    • 0012001702 scopus 로고    scopus 로고
    • Uniform Building Code, various editions. International Conference of Building Officials, Whittier, CA
    • Uniform Building Code, various editions. International Conference of Building Officials, Whittier, CA.


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.