A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Finger-jointed timber frames
Stress distribution in rigid triangular timber frames; factors of fixity of joints or rotational stiffness, physical dimension of members which result in nonconstant cross-sections at joints, nonlinear stress-strain relationship, and difference in axial and flexural strengths are considered; test results of series of 15 triangular finger-jointed timber frames are used to correlate theoretically predicted ultimate load with observed test failure load.
Finger-jointed timber frames
Stress distribution in rigid triangular timber frames; factors of fixity of joints or rotational stiffness, physical dimension of members which result in nonconstant cross-sections at joints, nonlinear stress-strain relationship, and difference in axial and flexural strengths are considered; test results of series of 15 triangular finger-jointed timber frames are used to correlate theoretically predicted ultimate load with observed test failure load.
Finger-jointed timber frames
ASCE Colegio de Ingenieros Civilaes de Mexico -- Paper
Pincus, G. (author) / Cottrell, E.F. (author) / Richards, D.B. (author)
Meeting of the ASCE and Colegio de Ingenieros Civilaes de Mexico ; 1966
1966
27 pages
Conference paper
English
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