Lateral resistance of anchor-bolt joints between timber sills and foundations III: Numerical simulations of the effect of sill thickness on the effective lateral resistance of multiple anchor-bolt joints

Journal of Wood Science

Volumn 52, Issue 4, 2006, Pages 295-301

  Hirai, Takuro ^a   Namura, Kayoko ^b   Kimura, Takeo ^c   Tsujino, Tetsuji ^d   Koizumi, Akio ^a  

^a HOKKAIDO UNIVERSITY   (Japan)

^b Tostem Co Ltd   (Japan)

^c Minamifuji Sangyo Co Ltd   (Japan)

^d IWATE UNIVERSITY   (Japan)

Author keywords

Beam on foundation; Effective lateral resistance; Monte Carlo simulation; Multiple anchor bolt joints; Stepwise linear analysis

Indexed keywords

APPROXIMATION THEORY; BOLT TIGHTENING; ELASTICITY; MONTE CARLO METHODS;

BEAM ON FOUNDATION; EFFECTIVE LATERAL RESISTANCE; MULTIPLE ANCHOR-BOLT JOINTS; STEPWISE LINEAR ANALYSIS;

TIMBER;

ELASTICITY; SILLS; SIMULATION;

EID: 33746720836     PISSN: 14350211     EISSN: None     Source Type: Journal    
DOI: 10.1007/s10086-005-0773-0     Document Type: Article

References (16)

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