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Volumn 22, Issue 1, 2006, Pages 267-286

Development of seismic force reduction and displacement amplification factors for autoclaved aerated concrete structures

Author keywords

[No Author keywords available]

Indexed keywords

COMPUTER SIMULATION; CYCLIC LOADS; MATHEMATICAL MODELS; SHEAR WALLS; STRUCTURAL DESIGN; STRUCTURAL LOADS;

EID: 33645947000     PISSN: 87552930     EISSN: None     Source Type: Journal    
DOI: 10.1193/1.2166034     Document Type: Article
Times cited : (22)

References (17)
  • 1
    • 0031152709 scopus 로고    scopus 로고
    • Flexural strength characteristics of non-load bearing masonry walls in Kuwait
    • June 30
    • Al-Shaleh, M., and Attiogbe, E. K., 1997. Flexural strength characteristics of non-load bearing masonry walls in Kuwait, Mater. Struct., 277-283, June 30.
    • (1997) Mater. Struct. , pp. 277-283
    • Al-Shaleh, M.1    Attiogbe, E.K.2
  • 3
    • 33645938752 scopus 로고    scopus 로고
    • CANNY 99, A 3-Dimensional Nonlinear Static/Dynamic Structural Analysis Program
    • CANNY Structural, Vancouver, Canada
    • CANNY Structural, 1999. CANNY 99, A 3-Dimensional Nonlinear Static/ Dynamic Structural Analysis Program, Vancouver, Canada.
    • (1999)
  • 4
    • 33645941371 scopus 로고    scopus 로고
    • Computers & Structures, Inc., Berkeley, CA
    • Computers & Structures, Inc., 1999. SAP200 Nonlinear V7.10, Berkeley, CA.
    • (1999) SAP200 Nonlinear V7.10
  • 5
    • 0022809395 scopus 로고
    • Research results on autoclaved aerated concrete blockwork
    • de Vekey, R. C., Bright, N. J., Luckin, K. R., and Arora, S. K., 1986. Research results on autoclaved aerated concrete blockwork, Struct. Eng. 64a (11), 332-340.
    • (1986) Struct. Eng. , vol.64 a , Issue.11 , pp. 332-340
    • de Vekey, R.C.1    Bright, N.J.2    Luckin, K.R.3    Arora, S.K.4
  • 7
    • 0003826055 scopus 로고    scopus 로고
    • International Code Council (ICC, 2000 Edition, Falls Church, VA
    • International Code Council (ICC, 2000. International Building Code, 2000 Edition, Falls Church, VA.
    • (2000) International Building Code
  • 8
    • 0019031351 scopus 로고
    • Inelastic response spectra for aseismic building design
    • ASCE
    • Lai, S.-P., and Biggs, J. M., 1980. Inelastic response spectra for aseismic building design, J. Struct. Div., ASCE, 106 (ST6), 1295-1310.
    • (1980) J. Struct. Div. , vol.106 , Issue.ST6 , pp. 1295-1310
    • Lai, S.-P.1    Biggs, J.M.2
  • 9
    • 0027789961 scopus 로고
    • Site-dependent strength-reduction factors
    • Miranda, E., 1993. Site-dependent strength-reduction factors, J. Struct. Div., ASCE, 119 (12), 3503-3519.
    • (1993) J. Struct. Div., ASCE , vol.119 , Issue.12 , pp. 3503-3519
    • Miranda, E.1
  • 10
    • 0000168289 scopus 로고
    • Evaluation of strength reduction factors for earthquake-resistant design
    • Miranda, E., and Bertero, V., 1994. Evaluation of strength reduction factors for earthquake-resistant design, Earthquake Spectra 10 (2), 357-379.
    • (1994) Earthquake Spectra , vol.10 , Issue.2 , pp. 357-379
    • Miranda, E.1    Bertero, V.2
  • 11
    • 0003816497 scopus 로고
    • Report No. 95, John A. Blume Earthquake Engineering Center, Stanford University, Stanford, CA
    • Nassar, A. A., and Krawinkler, H., 1991. Seismic Demands for SDOF and MDOF Systems, Report No. 95, John A. Blume Earthquake Engineering Center, Stanford University, Stanford, CA.
    • (1991) Seismic Demands for SDOF and MDOF Systems
    • Nassar, A.A.1    Krawinkler, H.2
  • 12
    • 0024717208 scopus 로고
    • Response modification factors for earthquake resistant design of short period structures
    • Riddell, R., Hidalgo, P., and Cruz, E., 1989. Response modification factors for earthquake resistant design of short period structures, Earthquake Spectra 5 (3), 571-590.
    • (1989) Earthquake Spectra , vol.5 , Issue.3 , pp. 571-590
    • Riddell, R.1    Hidalgo, P.2    Cruz, E.3
  • 13
    • 0003294699 scopus 로고    scopus 로고
    • Development of ground motion time histories for phase 2 of the FEMA/SAC steel project
    • SAC Joint Venture, Richmond, CA
    • Somerville, P., Smith, N., Puntamurthula, S., and Sun, J., 1997. Development of ground motion time histories for phase 2 of the FEMA/SAC steel project, SAC Background Document SAC/DB-97/04, SAC Joint Venture, Richmond, CA.
    • (1997) SAC Background Document SAC/DB-97/04
    • Somerville, P.1    Smith, N.2    Puntamurthula, S.3    Sun, J.4
  • 14
    • 33645923867 scopus 로고    scopus 로고
    • Design Provisions for Autoclaved Aerated Concrete (AAC) Structural Systems
    • Ph.D. dissertation, Dept. of Civil Engineering, The University of Texas at Austin
    • Tanner, J. E., 2003. Design Provisions for Autoclaved Aerated Concrete (AAC) Structural Systems, Ph.D. dissertation, Dept. of Civil Engineering, The University of Texas at Austin.
    • (2003)
    • Tanner, J.E.1
  • 15
    • 0025956345 scopus 로고
    • d factors for building seismic provisions
    • d factors for building seismic provisions, J. Struct. Eng. 117 (1), 19-28.
    • (1991) J. Struct. Eng. , vol.117 , Issue.1 , pp. 19-28
    • Uang, C.-M.1
  • 16
    • 14244249735 scopus 로고    scopus 로고
    • d Factors for the Seismic Design of AAC Structures
    • Ph.D. dissertation, Dept. of Civil Engineering, The University of Texas at Austin
    • d Factors for the Seismic Design of AAC Structures, Ph.D. dissertation, Dept. of Civil Engineering, The University of Texas at Austin.
    • (2003)
    • Varela, J.L.1
  • 17
    • 5744241614 scopus 로고    scopus 로고
    • Generation of ground motions for mid-American cities
    • "Projects RR-1 and RR-2," Mid-America Earthquake Center, University of Illinois at Urbana-Champaign
    • Wen, Y. K., and Wu, C. L., 1999. Generation of ground motions for mid-American cities, "Projects RR-1 and RR-2," Mid-America Earthquake Center, University of Illinois at Urbana-Champaign.
    • (1999)
    • Wen, Y.K.1    Wu, C.L.2


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.