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Volumn 28, Issue 3, 2006, Pages 431-440

Preliminary detailing for displacement-based seismic design of buildings

Author keywords

Displacement based seismic design; Ductility; Nonlinear analysis; Performance; Stiffness; Strength

Indexed keywords

BUILDINGS; DUCTILITY; EARTHQUAKE RESISTANCE; MATHEMATICAL MODELS; PERFORMANCE; STIFFNESS; STRENGTH OF MATERIALS;

EID: 29244464691     PISSN: 01410296     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.engstruct.2005.08.015     Document Type: Article
Times cited : (13)

References (10)
  • 1
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    • Regulations and provisions, commentary and examples of seismic design for buildings
    • ROC: Structural Engineering Association. [in Chinese]
    • I.C. Tsai W.B. Hsiang K.C. Tsai K.C. Chang Regulations and provisions, commentary and examples of seismic design for buildings 1995 Structural Engineering Association ROC [in Chinese]
    • (1995)
    • Tsai, I.C.1    Hsiang, W.B.2    Tsai, K.C.3    Chang, K.C.4
  • 2
    • 0004156929 scopus 로고
    • Displacement-based design, a methodology for seismic design applied to single degree of freedom reinforced concrete structures
    • Report No. SSRP-94/16. San Diego (La Jolla, CA): Structural Systems Research, University of California
    • Kowalsky MJ, Priestley MJN, MacRae GA. Displacement-based design, a methodology for seismic design applied to single degree of freedom reinforced concrete structures. Report No. SSRP-94/16. San Diego (La Jolla, CA): Structural Systems Research, University of California; 1994
    • (1994)
    • Kowalsky, M.J.1    Priestley, M.J.N.2    MacRae, G.A.3
  • 3
    • 0003871457 scopus 로고    scopus 로고
    • SEAOC CA (USA): Structural Engineers Association of California-Seismology Committee. (SEAOC Blue Book)
    • SEAOC Recommended lateral force requirements and commentary. (SEAOC Blue Book) 1999 Structural Engineers Association of California-Seismology Committee CA (USA)
    • (1999) Recommended Lateral Force Requirements and Commentary
  • 4
    • 0032869823 scopus 로고    scopus 로고
    • Capacity spectrum method based on inelastic demand spectra
    • P. Fajfar Capacity spectrum method based on inelastic demand spectra Earthquake Engineering and Structural Dynamics 28 1999 979-993
    • (1999) Earthquake Engineering and Structural Dynamics , vol.28 , pp. 979-993
    • Fajfar, P.1
  • 5
    • 0035500885 scopus 로고    scopus 로고
    • A direct displacement-based seismic design procedure of inelastic structures
    • Q. Xue A direct displacement-based seismic design procedure of inelastic structures Engineering Structures 23 11 2001 1453-1460
    • (2001) Engineering Structures , vol.23 , Issue.11 , pp. 1453-1460
    • Xue, Q.1
  • 8
    • 0007208942 scopus 로고    scopus 로고
    • Second ballot version, NEHRP guidelines for seismic rehabilitation of buildings
    • FEMA-273 Washington, DC (USA): Federal Emergency Management Agency
    • FEMA-273 Second ballot version, NEHRP guidelines for seismic rehabilitation of buildings 1997 Federal Emergency Management Agency Washington, DC (USA)
    • (1997)
  • 9
    • 29244438229 scopus 로고    scopus 로고
    • Technical standard of steel building structures (Volume 1) -design provisions and commentaries on working stress design method
    • Construction and Planning Agency (CPA). Taipei (Taiwan): Ministry of Interior
    • Construction and Planning Agency (CPA). Technical standard of steel building structures (Volume 1) -design provisions and commentaries on working stress design method. Taipei (Taiwan): Ministry of Interior; 2001
    • (2001)
  • 10
    • 29244443757 scopus 로고    scopus 로고
    • Technical standard of steel building structures (Volume 2) -design provisions and commentaries on ultimate limit state design method
    • Construction and Planning Agency (CPA). Taipei (Taiwan): Ministry of Interior
    • Construction and Planning Agency (CPA). Technical standard of steel building structures (Volume 2) -design provisions and commentaries on ultimate limit state design method. Taipei (Taiwan): Ministry of Interior; 2001
    • (2001)


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.