TY - JOUR AU - Yoshihara, H. AU - Ohta, M. PY - 1995 DA - 1995// TI - Analysis of the buckling stress of an intermediate wooden column by the tangent modulus theory JO - Mokuzai Gakkaishi VL - 41 ID - Yoshihara1995 ER - TY - BOOK AU - Kollmann, F. F. P. AU - Côte, W. A. PY - 1968 DA - 1968// TI - Principles of wood science and technology. I. Solid wood PB - Springer CY - Berlin UR - https://doi.org/10.1007/978-3-642-87928-9 DO - 10.1007/978-3-642-87928-9 ID - Kollmann1968 ER - TY - STD TI - Newlin JA, Gahagan JM (1930) Tests of large timber columns and presentation of the forest products laboratory column formula. US Department of Agriculture Technical Bulletin 167 ID - ref3 ER - TY - BOOK AU - Timoshenko, S. P. AU - Gere, J. M. PY - 1961 DA - 1961// TI - Theory of elastic stability PB - McGraw-Hill CY - New York ID - Timoshenko1961 ER - TY - JOUR AU - Ylinen, A. PY - 1956 DA - 1956// TI - A method of determining the buckling stress and the required cross-sectional area for centrally loaded straight columns in elastic and inelastic range JO - Mem Assoc Int Ponts Charpentes VL - 16 ID - Ylinen1956 ER - TY - JOUR AU - Sawada, M. PY - 1958 DA - 1958// TI - Studies on the strength properties of wood (in Japanese) JO - Bull Forestry Forest Prod Res Inst VL - 108 ID - Sawada1958 ER -