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Creator:: Forest Products Laboratory (U.S.), Norris, Charles, B. (Charles Brazer), 1894-, Ericksen, Wilhelm S., March, H. W., Smith, C. B., and Boller, Kenneth H.
Abstract:: Information reviewed and reaffirmed April 1961. Previous report dated November 1949.
Resource Type:: Technical Report
Full Text:: of the solution of 1.4.2 is [A 1 Binh vy + A2 sinh vy + B 1 cosh vy T: liX + B 2 cosh Ty] sin

Creator:: Boller, Kenneth H. and Forest Products Laboratory (U.S.)
Abstract:: This report is one of a series issued in cooperation with the ANC-17 Panel on Plastics for Aircraft of the Departments of the Air Force, Navy, and Commerce. Information reviewed and reaffirmed 1965. Original report issued June 1957.
Resource Type:: Technical Report
Full Text:: and time. The strain, e t , at any time, t, may be expressed as E t = e' sinh cr/ cre + to m' sinh o

Creator:: Norris, Charles, B. (Charles Brazer), 1894-, Ericksen, Wilhelm S., Kommers, William J., and Forest Products Laboratory (U.S.)
Abstract:: Supplementary mathematical analysis and comparison with the results of tests. This report is one of a series issued in cooperation with the Army-Navy-Civil Committee on Aircraft Design Criteria under the supervision of the Aeronautical Board.
Resource Type:: Technical Report
Full Text:: Pillila +1 sink a d - sinh a (b + d) _1 cosh a (a + b) -, ..... elf L -.-- - 2 2 - ba3 cosh

Creator:: Forest Products Laboratory (U.S.) and Boller, Kenneth H.
Abstract:: Information reviewed and reaffirmed 1965. Revised September 1958.
Resource Type:: Technical Report
Full Text:: data also showed that the tensile strains may be represented by the relationship, E = E O ' sinh olo-e

Creator:: Youngquist, W. G., Kuenzi, Edward W., and Forest Products Laboratory (U.S.)
Abstract:: This report is one of a series issued in cooperation with the Air Force-Navy-Civil Subcommittee on Aircraft Design Criteria under the supervision of the Aircraft Committee of the Munitions Board. Information reviewed and reaffirmed 1960. Original report issued March 1955.
Resource Type:: Technical Report
Full Text:: formula 1 results in exponential functions which can be written as hyperbolic functions, thus: sinh a(r

Creator:: McDougal, W. G. (William George), Lee, C. P., and Oregon State University. Water Resources Research Institute
Resource Type:: Technical Report
Full Text:: b y W .G . McDouga l C .P . Le e Water Resources Research Institut e Oregon State Universit y

Creator:: Forest Products Laboratory (U.S.) and Boller, Kenneth H.
Resource Type:: Technical Report
Full Text:: sinh a/ae + m' to sinh aiam, where e is total strain in inches per inch, a is applied stress level in

Creator:: Forest Products Laboratory (U.S.)
Abstract:: Originally prepared in 1944. Information reviewed and reaffirmed 1962.
Resource Type:: Technical Report
Full Text:: 2 = - cosh 4 f _jcosh2 (I) - 1 = - cosh (I) f sinh st• e - e -4) = - e4) or -e -4 2 2 -For

Creator:: Youngquist, W. G., Kuenzi, Edward W., and Forest Products Laboratory (U.S.)
Abstract:: Information reviewed and reaffirmed in 1960.
Resource Type:: Technical Report
Full Text:: , a r - bl+ ra- sinhpLt a - 1.1 \ ar:To sinh a(a - b) (2) and the formula for the facing stress at

Creator:: Nath, John H.
Abstract:: A numerical model was developed which predicts the dynamic response of a single mooring line and a buoy of forty feet diameter to sinusoidal waves, wind and current in all deep waters. All forces and reactions were considered to be in one plane. The basic equations for the mooring line...
Resource Type:: Technical Report
Full Text:: ) cosh kzu 2 sinh kh Hw 2 cos (kx wt) sinh kzsinh kh H 2-T w cos (kx - w t) Sow (108) (109) 110) w

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