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Volumn 138, Issue 4, 2012, Pages 492-501

Collapse testing and analysis of a light-frame wood garage wall

Author keywords

Co rotational formulation; Collapse; Frames; Light frame wood; Numerical model; Numerical modeling; Numerical models; Seismic; Seismic effects; Shake table; Shake table tests; Structural failures; Walls; Wood structures; Woodframe

Indexed keywords

CO-ROTATIONAL FORMULATION; COLLAPSE; FRAMES; NUMERICAL MODELING; SEISMIC; SEISMIC EFFECT; SHAKE TABLE; SHAKE TABLE TESTS; STRUCTURAL FAILURE; WALLS; WOOD STRUCTURE; WOODFRAME;

EID: 84860331876     PISSN: 07339445     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)ST.1943-541X.0000472     Document Type: Article
Times cited : (23)

References (13)
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  • 2
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  • 3
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    • Applied Technology Council (ATC). ATC-63 Project Re, Applied Technology Council, Redwood City, CA
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  • 5
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    • Framing-to-sheathing connection tests in support of NEESWood project, Network of Earthquake Engineering Simulation, State Univ. of New York at Buffalo, Buffalo, NY
    • Ekiert, C., and Hong, J. (2006). Framing-to-sheathing connection tests in support of NEESWood project, Network of Earthquake Engineering Simulation, State Univ. of New York at Buffalo, Buffalo, NY.
    • (2006)
    • Ekiert, C.1    Hong, J.2
  • 6
    • 0035314644 scopus 로고    scopus 로고
    • Cyclic analysis of wood shear walls
    • DOI 10.1061/(ASCE)0733-9445(2001)127:4(433), Reportnr 22546
    • Folz, B., and Filiatrault, A. (2001). Cyclic analysis of wood shear walls. J. Struct. Eng. JSENDH 0733-9445, 127 (4), 433-441. 10.1061/(ASCE)0733- 9445(2001)127:4(433) (Pubitemid 33098992)
    • (2001) Journal of Structural Engineering , vol.127 , Issue.4 , pp. 433-441
    • Folz, B.1    Filiatrault, A.2
  • 7
    • 33747332792 scopus 로고    scopus 로고
    • Effects of vertical load and hold-down anchors on the cyclic response of wood framed shear walls
    • JSENDH 0733-9445, (),. 10.1061/(ASCE)0733-9445(2006)132:9(1426)
    • Johnston, A. R., Dean, P. K., Shenton, H. W. (2006). Effects of vertical load and hold-down anchors on the cyclic response of wood framed shear walls. J. Struct. Eng. JSENDH 0733-9445, 132 (9), 1426-1434. 10.1061/(ASCE)0733- 9445(2006)132:9(1426)
    • (2006) J. Struct. Eng. , vol.132 , Issue.9 , pp. 1426-1434
    • Johnston, A.R.1    Dean, P.K.2    Shenton, H.W.3
  • 8
    • 84860335827 scopus 로고    scopus 로고
    • An experimental study on the collapsing process of wood conventional houses-Shaking table tests of real-size models
    • International Association for Earthquake Engineering, Tokyo
    • Koshihara, M. (2004). An experimental study on the collapsing process of wood conventional houses-Shaking table tests of real-size models. 13th World Conf. on Earthquake Engineering, International Association for Earthquake Engineering, Tokyo.
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    • Koshihara, M.1
  • 9
    • 36749026377 scopus 로고    scopus 로고
    • Seismic evaluation and retrofit of asymmetric multi-story wood-frame building
    • DOI 10.1080/13632460601188019, PII 787667213
    • Mosalam, K. M., and Mahin, S. A. (2007). Seismic evaluation and retrofit of asymmetric multi-story wood-frame building. J. Earthquake Eng., 11 (6), 968-986. 1363-2469 10.1080/13632460601188019 (Pubitemid 350211284)
    • (2007) Journal of Earthquake Engineering , vol.11 , Issue.6 , pp. 968-986
    • Mosalam, K.M.1    Mahin, S.A.2
  • 10
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    • National Science Foundation (NSF). Network for earthquake engineering: Special report. (Sept. 17, 2010)
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  • 11
    • 84870461297 scopus 로고    scopus 로고
    • Next generation numerical model for non-linear in-plane analysis of wood-frame shear walls
    • Trees and Timber Institute (IVALSA-CNR), Trento Province, Italy
    • Pang, W., and Hassanzadeh, M. (2010). Next generation numerical model for non-linear in-plane analysis of wood-frame shear walls. 11th World Conf. on Timber Engineering, Trees and Timber Institute (IVALSA-CNR), Trento Province, Italy.
    • (2010) 11th World Conf. on Timber Engineering
    • Pang, W.1    Hassanzadeh, M.2
  • 12
    • 34547211290 scopus 로고    scopus 로고
    • Evolutionary parameter hysteretic model for wood shear walls
    • DOI 10.1061/(ASCE)0733-9445(2007)133:8(1118)
    • Pang, W., Rosowsky, D. V., Pei, S., and van de Lindt, J. W. (2007). Evolutionary parameter hysteretic model for wood shear walls. J. Struct. Eng. JSENDH 0733-9445, 133 (8), 1118-1129. 10.1061/(ASCE)0733-9445(2007)133:8(1118) (Pubitemid 47114676)
    • (2007) Journal of Structural Engineering , vol.133 , Issue.8 , pp. 1118-1129
    • Pang, W.C.1    Rosowsky, D.V.2    Pei, S.3    Van De Lindt, J.W.4
  • 13
    • 26844572161 scopus 로고    scopus 로고
    • A corotational finite element formulation for the analysis of planar beams
    • DOI 10.1002/cnm.773
    • Urthaler, Y., and Reddy, J. N. (2005). A corotational finite element formulation for the analysis of planar beams. Commun. Numer. Methods Eng. CANMER 0748-8025, 21 (10), 553-570. 10.1002/cnm.773 (Pubitemid 41444704)
    • (2005) Communications in Numerical Methods in Engineering , vol.21 , Issue.10 , pp. 553-570
    • Urthaler, Y.1    Reddy, J.N.2


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.