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Volumn 314, Issue , 2008, Pages

Tiered approach to performance-based seismic design of wood frame buildings

Author keywords

[No Author keywords available]

Indexed keywords

ARCHITECTURAL DESIGN; CONSTRUCTION INDUSTRY; LOSSES; SEISMOLOGY; WOODEN BUILDINGS;

EID: 70349397990     PISSN: None     EISSN: None     Source Type: Conference Proceeding    
DOI: 10.1061/41016(314)274     Document Type: Conference Paper
Times cited : (2)

References (20)
  • 2
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    • Performance-based seismic design of wood framed buildings
    • Filiatrault, A., and Folz, B. (2002). "Performance-based seismic design of wood framed buildings," ASCE J. Struct. Eng., 128(1): 39-47.
    • (2002) ASCE J. Struct. Eng , vol.128 , Issue.1 , pp. 39-47
    • Filiatrault, A.1    Folz, B.2
  • 3
    • 44049086180 scopus 로고    scopus 로고
    • Direct Displacement Procedure for Performance-based Seismic Design of Multistory Woodframe Structures
    • NW-02, Texas A&M University, College Station, TX, December 4
    • Pang, W.C. and Rosowsky, D.V. (2007). Direct Displacement Procedure for Performance-based Seismic Design of Multistory Woodframe Structures, NEESWood Report NW-02, Texas A&M University, College Station, TX. , December 4, 2007.
    • (2007) NEESWood Report
    • Pang, W.C.1    Rosowsky, D.V.2
  • 4
    • 44049083324 scopus 로고    scopus 로고
    • Performance-based Seismic Design of Six-story Woodframe Structure
    • to appear in May
    • Pang, W.C. and Rosowsky, D.V. (2008). "Performance-based Seismic Design of Six-story Woodframe Structure," Structural Engineering International (SEI), to appear in May, 2008.
    • (2008) Structural Engineering International (SEI)
    • Pang, W.C.1    Rosowsky, D.V.2
  • 5
    • 0036160476 scopus 로고    scopus 로고
    • Performance-based Engineering of Wood Frame Housing: Fragility Analysis Methodology
    • Rosowsky, D.V., and Ellingwood, B.R. (2002). "Performance-based Engineering of Wood Frame Housing: Fragility Analysis Methodology," ASCE J. Struct. Eng., 128(1): 32-38.
    • (2002) ASCE J. Struct. Eng , vol.128 , Issue.1 , pp. 32-38
    • Rosowsky, D.V.1    Ellingwood, B.R.2
  • 6
    • 13944283808 scopus 로고    scopus 로고
    • Fragility Assessment of Light-frame Wood Construction Subjected to Wind and Earthquake Hazards
    • Ellingwood, B.R., Rosowsky, D.V., Li, Y., and Kim, J.H. (2004). "Fragility Assessment of Light-frame Wood Construction Subjected to Wind and Earthquake Hazards," ASCE J. Struct. Eng., 130(12), 1921-1930.
    • (2004) ASCE J. Struct. Eng , vol.130 , Issue.12 , pp. 1921-1930
    • Ellingwood, B.R.1    Rosowsky, D.V.2    Li, Y.3    Kim, J.H.4
  • 7
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    • in press
    • Ellingwood, B.R., Rosowsky, D.V., and Pang, W.C. (2008). "Performance of Light-frame wood Residential Construction Subjected to Earthquakes in Regions of Moderate Seismicity," ASCE J. Struct. Eng., in press.
    • (2008) ASCE J. Struct. Eng
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  • 8
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    • Fragility Analysis for Performance-based Seismic Design of Engineered Wood Shearwalls
    • Kim, J.H. and Rosowsky D.V. (2005). "Fragility Analysis for Performance-based Seismic Design of Engineered Wood Shearwalls," ASCE J. Struct. Eng., 131(11): 1764-1773.
    • (2005) ASCE J. Struct. Eng , vol.131 , Issue.11 , pp. 1764-1773
    • Kim, J.H.1    Rosowsky, D.V.2
  • 9
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    • Nonstructural Elements in Performance-based Seismic Design of Wood Frame Structures
    • van de Lindt, J.W. and Liu H. (2007). "Nonstructural Elements in Performance-based Seismic Design of Wood Frame Structures," ASCE J. Struct. Eng., 133(3): 432-439.
    • (2007) ASCE J. Struct. Eng , vol.133 , Issue.3 , pp. 432-439
    • van de Lindt, J.W.1    Liu, H.2
  • 10
    • 3543138971 scopus 로고    scopus 로고
    • Reliability-based Seismic Design of Wood Shear Walls
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    • (2002) ASCE J. Struct. Eng , vol.128 , Issue.11 , pp. 1439-1453
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  • 12
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    • Ph.D. dissertation, Department of Civil and Environmental Engineering, Colorado State University, Fort Collins, CO
    • Pei, S. (2007). Loss Analysis and Loss Based Seismic Design for Woodframe Structures, Ph.D. dissertation, Department of Civil and Environmental Engineering, Colorado State University, Fort Collins, CO.
    • (2007) Loss Analysis and Loss Based Seismic Design for Woodframe Structures
    • Pei, S.1
  • 15
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    • Seismic Test of a Full-scale Two-story Light-frame Wood Building: NEESWood Benchmark Test
    • NW-01, State University of New York, Buffalo, NY, December 4
    • Christovasilis, I.P., Filiatrault, A., Wanitkorkul, A. (2007). Seismic Test of a Full-scale Two-story Light-frame Wood Building: NEESWood Benchmark Test, NEESWood Report NW-01, State University of New York, Buffalo, NY. , December 4, 2007.
    • (2007) NEESWood Report
    • Christovasilis, I.P.1    Filiatrault, A.2    Wanitkorkul, A.3
  • 16
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    • Frankel, A.D.1    Petersen, M.D.2    Mueller, C.S.3    Haller, K.M.4    Wheeler, R.L.5
  • 17
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    • Cyclic analysis of wood shear walls
    • Folz, B., and Filiatrault, A. (2001). "Cyclic analysis of wood shear walls," ASCE J. Struct. Eng., 127(4): 433-441.
    • (2001) ASCE J. Struct. Eng , vol.127 , Issue.4 , pp. 433-441
    • Folz, B.1    Filiatrault, A.2
  • 19
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    • Methodology for Long-Term Seismic Loss Estimation in Woodframe Buildings
    • in review
    • Pei, S. and van de Lindt, J.W. (2007). "Methodology for Long-Term Seismic Loss Estimation in Woodframe Buildings," Structural Safety, in review.
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    • Pei, S.1    van de Lindt, J.W.2
  • 20
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    • Performance-Based Seismic Design of Wood Frame Buildings using a Probabilistic System Identification Concept
    • to appear in Feb
    • van de Lindt, J.W., Pei, S., and Liu, H. (2008). "Performance-Based Seismic Design of Wood Frame Buildings using a Probabilistic System Identification Concept," ASCE J. Struct. Eng., to appear in Feb 2008.
    • (2008) ASCE J. Struct. Eng
    • van de Lindt, J.W.1    Pei, S.2    Liu, H.3


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.