著者
大沼 覚 山本 鷹司 中野 元博 尾上 光賢
出版者
社団法人 日本船舶海洋工学会
雑誌
西部造船会々報 (ISSN:0389911X)
巻号頁・発行日
vol.38, pp.93-120, 1969

Qualitative investigation has been carried out on the vibration of superstructure which is assumed to be a shear beam of uniform section on elastic foundation. Coupling effect with vertical vibration of main hull is also studied, and is assessed to be less than 5% on the frequency. Calculation procedure of the vibration, using electronic digital computer, is established treating the deck houses as an array of shear beams connected each other by elastic springs. The qualitative investigation mentioned above is extended in more detail by this procedure. The results show that there exists a relation among the calculated frequencies, which is similar to so-called Dunkerley's formula, i.e. (1.07/Nc)^2=(1/Nr)^2+(1/Ns)^2 where Nc, Nr and Ns are calculated frequencies and Nc; Considering finite values of both vertical-and shearing springs. Ns; Frequency in the limiting case where elasticity of vertical springs tend to infinity. Nr; Frequency in another limiting case where elasticity of shearing springs tend to infinity. Then the lowest frequency is effected predominantly by the lower one of both Nr and Ns. In the actual structures Ns has simple relation with the height of the structure, i.e.: Ns=2600-90H cpm (H: height of superstructure, excepting poop Dk house) On the contrary, Nr undergoes significant changes due to the variety of structure. Vibration experiments have been carried out on 10 ships, and the vibratory behavior of the superstructures is observed. Comparison between measured frequency and calculated value shows that the latter is higher than the former by about 30%. Thus the lowest frequency can be estimated applying the empirical coefficient (0.73) to the calculated values. Estimated frequencies of 10 ships by digital computer agree within±10% of error with their measured values. A brief discussion on the effect of designing factors on the frepuency is investigated by the procedure mentioned above. Finally the simplified method is proposed to calculate natural frequency. Estimated frequencies of 14 ships by this method agree with their measured values within±15% of error.
著者
福田 淳一 小野 雄二
出版者
社団法人 日本船舶海洋工学会
雑誌
西部造船会々報 (ISSN:0389911X)
巻号頁・発行日
vol.28, pp.53-61, 1964

The authors tried on to substitute the average sea states by the assumed fully-developed wave spectra following a formula of the Neumann-type: [r(ω,χ)]^2=C_1/ω^6exp(-C_2/ω^2)cos^2χ:0≦ω≦∞ -π/2≦χ≦π/2 The coefficient C_1 and C_2 can be calculated as follows: [numerical formula] H^^〜_<1/3>: average wave height in the average sea states T^^&esim;: average wave period in the average sea states H^^〜_<1/3> and T^^&esim; can be defined respectively as a function of wind velocity based upon the average value of observations. Then, the significant wave height and the average wave period of the assumed wave spectra coincides respectively with the each of the average sea states. A sample of the application of the substitutional wave spectra for the average sea states were presented; The relative vertical bow motions with respect to the water surface of a bulk-carrier in ballast conditions were estimated in the average sea states of North Atlantic, and the critical fore drought with respect to the bow emergence was investigated. The derived results were rather reasonable.
著者
有冨 正男 富 武満
出版者
社団法人 日本船舶海洋工学会
雑誌
西部造船会々報 (ISSN:0389911X)
巻号頁・発行日
vol.87, pp.185-200, 1994

Detailed considerations are given for the motion of Foucault's pendulum suspended by a string from a support that can rotate freely. It is well-known that the vertical axis attached to the support of the pendrum rotates with uniform angular velocity due to Coriolis force induced by the rotation of the Earth. In an earlier work, one of the present writers derived an equation of motion for a load suspended from a slewing jib crane attached to a rotating vertical pole. This equation is applied to analyze the motion of Foucault's pendulum. It is shown that the centrifugal force abuot the suport may have a signifficant effect on the pendulum motion. Exact solutions are obtained and experiments on Foucault's pendulum are then conducted to confirm the theoretical predictions.