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Volumn 16, Issue 5, 2007, Pages 559-567

The Tall Buildings Initiative for alternative seismic design

Author keywords

[No Author keywords available]

Indexed keywords

BUILDING CODES; EARTHQUAKE EFFECTS; GROUND EFFECT; INFORMATION ANALYSIS; SEISMIC DESIGN;

EID: 38549152776     PISSN: 15417794     EISSN: 15417808     Source Type: Journal    
DOI: 10.1002/tal.435     Document Type: Article
Times cited : (8)

References (18)
  • 3
    • 33645664973 scopus 로고    scopus 로고
    • Displacement-based design of concrete wall buildings; the 2004 Canadian Code Provisions
    • Vancouver, BC, Canada, paper no. 1047
    • Adebar P, Mutrie J, DeVall R. 2004. Displacement-based design of concrete wall buildings; the 2004 Canadian Code Provisions. Proceedings, 13th World Conf. on Earthquake Engineering, Vancouver, BC, Canada, paper no. 1047.
    • (2004) Proceedings, 13th World Conf. on Earthquake Engineering
    • Adebar, P.1    Mutrie, J.2    DeVall, R.3
  • 4
    • 38549149829 scopus 로고    scopus 로고
    • ASCE 7. 2002. Minimum Design Loads for Buildings and Other Structures, SEI/ASCE 702. American Society of Civil Engineers: p. 376.
    • ASCE 7. 2002. Minimum Design Loads for Buildings and Other Structures, SEI/ASCE 702. American Society of Civil Engineers: p. 376.
  • 6
    • 8644235077 scopus 로고    scopus 로고
    • Characterization of forward-directivity ground motions in the near-fault region
    • Bray JD, Rodriguez-Marek A. 2004. Characterization of forward-directivity ground motions in the near-fault region. Soil Dynamics and Earthquake Engineering 24: 815-828.
    • (2004) Soil Dynamics and Earthquake Engineering , vol.24 , pp. 815-828
    • Bray, J.D.1    Rodriguez-Marek, A.2
  • 7
    • 38549146456 scopus 로고    scopus 로고
    • Should uniform hazard spectra be used for design? How should design response spectra be determined considering uniform hazard spectra from design maps and hazard deaggregation data
    • San Mateo, CA, 7-8 December
    • Cornell CA. 2006. Should uniform hazard spectra be used for design? How should design response spectra be determined considering uniform hazard spectra from design maps and hazard deaggregation data. Proceedings of the Third ATC-35/USGS National Earthquake Ground Motion Mapping Workshop, San Mateo, CA, 7-8 December.
    • (2006) Proceedings of the Third ATC-35/USGS National Earthquake Ground Motion Mapping Workshop
    • Cornell, C.A.1
  • 8
    • 0027542739 scopus 로고
    • Behavior-based method to determine design shear in earthquake-resistant walls
    • Eberhard MO, Sozen MA. 1993. Behavior-based method to determine design shear in earthquake-resistant walls. Journal of Structural Engineering, ASCE 119(2): 619-640.
    • (1993) Journal of Structural Engineering, ASCE , vol.119 , Issue.2 , pp. 619-640
    • Eberhard, M.O.1    Sozen, M.A.2
  • 9
    • 38549086420 scopus 로고    scopus 로고
    • Elwood KJ, Eberhard MO. 2006. Effective Stiffness of Reinforced Concrete Columns. Research Digest No. 2006-2001, Pacific Earthquake Engineering Research Center, University of California, Berkeley, CA, 4 pp. FEMA 356. 2000. Prestandard and commentary on the seismic rehabilitation of buildings. Report No. FEMA 356, Federal Emergency Management Agency.
    • Elwood KJ, Eberhard MO. 2006. Effective Stiffness of Reinforced Concrete Columns. Research Digest No. 2006-2001, Pacific Earthquake Engineering Research Center, University of California, Berkeley, CA, 4 pp. FEMA 356. 2000. Prestandard and commentary on the seismic rehabilitation of buildings. Report No. FEMA 356, Federal Emergency Management Agency.
  • 10
    • 0003826055 scopus 로고    scopus 로고
    • IBC, International Code Council: 660 pp
    • IBC. 2003. International Building Code. International Code Council: 660 pp.
    • (2003) International Building Code
  • 15
    • 0012105065 scopus 로고    scopus 로고
    • Ground motion evaluation procedures for performance-based design
    • Pacific Earthquake Engineering Research Center, University of California: Berkeley, CA
    • Stewart JP, Chiou SJ, Bray JD, Graves RW, Somerville PG, Abrahamson NA. 2001. Ground motion evaluation procedures for performance-based design. PEER-2001/09. Pacific Earthquake Engineering Research Center, University of California: Berkeley, CA.
    • (2001) PEER-2001/09
    • Stewart, J.P.1    Chiou, S.J.2    Bray, J.D.3    Graves, R.W.4    Somerville, P.G.5    Abrahamson, N.A.6
  • 16
    • 38549151265 scopus 로고    scopus 로고
    • UBC, International Council of Building Officials: Whittier, CA, 492 pp
    • UBC. 1997. Uniform Building Code, Vol. 2. International Council of Building Officials: Whittier, CA, 492 pp.
    • (1997) Uniform Building Code , vol.2
  • 17
    • 38549123451 scopus 로고    scopus 로고
    • SEAONC, Structural Engineers Association of Northern California: San Francisco, CA
    • SEAONC. 2007. SEAONC Recommended Administrative Bulletin for San Francisco. Structural Engineers Association of Northern California: San Francisco, CA.
    • (2007) SEAONC Recommended Administrative Bulletin for San Francisco


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.