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Volumn 52, Issue 2, 2006, Pages 115-120

Lateral resistance of anchor-bolt joints between timber sills and foundations II. Effective lateral resistance of multiple anchor-bolt joints

Author keywords

Effective lateral resistance; Lead hole clearance; Monte Carlo simulation; Multiple anchor bolt joints

Indexed keywords

FOUNDATIONS; MONTE CARLO METHODS;

EID: 33645748057     PISSN: 14350211     EISSN: None     Source Type: Journal    
DOI: 10.1007/s10086-005-0739-2     Document Type: Article
Times cited : (5)

References (10)
  • 1
    • 22944432375 scopus 로고    scopus 로고
    • Estimation of shear resistance of nailed shear walls considering vertical loads and pull-up resistance of stud-bottom plate joints
    • Yanaga K, Sasaki Y, Hirai T (2002) Estimation of shear resistance of nailed shear walls considering vertical loads and pull-up resistance of stud-bottom plate joints (in Japanese). Mokuzai Gakkaishi 48:152-159
    • (2002) Mokuzai Gakkaishi , vol.48 , pp. 152-159
    • Yanaga, K.1    Sasaki, Y.2    Hirai, T.3
  • 2
    • 0142134938 scopus 로고    scopus 로고
    • Prediction of seismic behavior of wood-framed shear walls with openings by pseudodynamic test and FE model
    • Richard N, Yasumura M, Davenne L (2003) Prediction of seismic behavior of wood-framed shear walls with openings by pseudodynamic test and FE model. J Wood Sci 49:145-151
    • (2003) J Wood Sci , vol.49 , pp. 145-151
    • Richard, N.1    Yasumura, M.2    Davenne, L.3
  • 3
    • 1042265728 scopus 로고    scopus 로고
    • Collapsing process simulations of timber structures under dynamic loading I: Simulations of two-story frame models
    • Nakagawa T, Ohta M (2003) Collapsing process simulations of timber structures under dynamic loading I: simulations of two-story frame models. J Wood Sci 49:392-397
    • (2003) J Wood Sci , vol.49 , pp. 392-397
    • Nakagawa, T.1    Ohta, M.2
  • 4
    • 1042268328 scopus 로고    scopus 로고
    • Collapsing process simulations of timber structures under dynamic loading II: Simplification and quantification of the calculating method
    • Nakagawa T, Ohta M (2003) Collapsing process simulations of timber structures under dynamic loading II: simplification and quantification of the calculating method. J Wood Sci 49:499-504
    • (2003) J Wood Sci , vol.49 , pp. 499-504
    • Nakagawa, T.1    Ohta, M.2
  • 5
    • 84990843323 scopus 로고    scopus 로고
    • Lateral resistance of anchor-bolt joints between timber-sills and foundations I. Single-shear tests of anchor-bolt joints of Japanese post and beam constructions
    • Namura K, Yanaga K, Sasaki Y, Koizumi A, Hirai T (2005) Lateral resistance of anchor-bolt joints between timber-sills and foundations I. Single-shear tests of anchor-bolt joints of Japanese post and beam constructions (in Japanese). Mokuzai Gakkaishi 51:110-117
    • (2005) Mokuzai Gakkaishi , vol.51 , pp. 110-117
    • Namura, K.1    Yanaga, K.2    Sasaki, Y.3    Koizumi, A.4    Hirai, T.5
  • 6
    • 0039433032 scopus 로고
    • A Monte Carlo simulation of the effective lateral resistance of multiple bolted timber joints with lead hole clearances subjected to axial forces
    • Hirai T (1993) A Monte Carlo simulation of the effective lateral resistance of multiple bolted timber joints with lead hole clearances subjected to axial forces. Mokuzai Gakkaishi 39:1027-1035
    • (1993) Mokuzai Gakkaishi , vol.39 , pp. 1027-1035
    • Hirai, T.1
  • 9
    • 0034899964 scopus 로고    scopus 로고
    • Estimation of allowable resistance of nailed shear walls considering the variance of nailed joint resistance
    • Yanaga K, Sasaki Y, Hirai T (2001) Estimation of allowable resistance of nailed shear walls considering the variance of nailed joint resistance (in Japanese). Mokuzai Gakkaishi 47:242-251
    • (2001) Mokuzai Gakkaishi , vol.47 , pp. 242-251
    • Yanaga, K.1    Sasaki, Y.2    Hirai, T.3


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.