EARTH: THE YEAR 1,001,989 (ACCEPTANCE LECTURE, ARTHUR HOLMES MEDAL, Vth MEETING OFTHE EUROPEAN UNION OF GEOSClENCES)     

Professor W.S. Fyfe 《地学学报》1989,1(4):315-317

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The International Geographical Union reports     

Professeur Pierre Pagney  Professeur Simon Nieuwolt  Professor M. M. Yoshino 《GeoJournal》1983,7(6):568-569

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Kontinuierliche Schwärzungskurven und diffuse Röntgenstrahlen-reflexe bei Einschlußverbindungen     

Professor Dr. Werner Borchert 《Contributions to Mineralogy and Petrology》1952,3(2):124-130

Ohne ZusammenfassungHerrn Professor Dr. O. H.Erdmannsdörffer zur Vollendung seines 75. Lebensjahres in Dankbarkeit gewidmet.  相似文献   

ON THE OCCURRENCE OF SPHAEROSIDERITE IN A SUBBITUMINOUS COAL FROM HSIAN COAL MINE,LIAONING PROVINCE     

謝家榮 《地质学报》1933,(1)

Mr.T.F.Hou,geologist of the National Geological Survey of Chinabrought back in 1931 from Liaoning province,a specimen of subbituminous coalin which are included patches or aggregates of small oolites.This interestingspecimen was given to the writer for microscopical investigation.Both polished  相似文献   

Field meeting in the southern chilterns: Saturday,May 11th, 1935     

Professor H.L. Hawkins  D.Sc.  V.P.G.S. 《Proceedings of the Geologists' Association. Geologists' Association》1936,47(1):32-35

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An Iteration Method for Computation of Flexible Fender Piles     

HU Liwan  LIU Xianzhi Associate Professor 《中国海洋工程》1998,(4)

—In the designing of the flexible fender pile,M-method is usually adopted.But M-method isusable only in the case that the value of the force(moment M and shear force Q)exerted on the pile abovethe soil is known.In practical cases,only the percussive energy of the ship can be found,while the exactvalue of the percussive force cannot be computed directly.In this paper,a method is introduced which canbe used to calculate the inner force of flexible fender piles by a computer in these cases.First,according tothe known docking dynamic energy of a ship,the absorbed energy can be found from the deformation ofthe pile and the rubber fender respectively,at the same time the value of the force acting on the fender pilesand the reaction of fenders can be calculated.Then the inner force and displacement of the fender piles canalso be calculated further by M-method.The whole computing process is realized by a computer programand the results obtained are reasonable.In this paper,the computation,the iteration method a  相似文献   

Numerical Simulation of Abnormal Wave Height Change Induced by Excavated Waterway with Boussinesq Equation     

Zhang Yonggang  Li Yucheng Associate Professor  Dept. of Mechanic Engineering  Shanghai Jiao Tong University  Shanghai Professor  Dept. of Civil Engineering  Dalian University of Technology  Dalian 《中国海洋工程》1998,(1)

A nonlinear numerical model has been set up by use of Boussinesq Equation with finite differ-ence method,and has been applied to the simulation of the abnormal change of wave height induced by ex-cavated waterway.Numerical results demonstrate that the abnormal change of wave height is due to theadding of the reflected wave height induced by excavated waterway to the incident wave height.Becausethe angle between the incident wave and the axis of the waterway is smaller than the critical angle,the re-flected wave produced by the waterway may propagate to the breakwater and may be added with the inci-dent wave,then the abnormal change of wave height before the breakwater may be caused.So the wave re-flection caused by the change of water depth cannot be neglected.  相似文献   

The Statistical Distribution of the Horizontal Velocities of Water Particles at Wave Surface Maxima     

GUAN Changlong Professor 《中国海洋工程》1998,(3)

On the basis of the linear model of random sea waves presented by Longuet-Higgins,the statis-tical distribution of the horizontal velocities of water particles at wave surface maxima is derivedtheoretically.The derived distribution is similar to that of wave surface maxima,and a new spectral widthε_u,which is defined as(1-(m_3~2/m_2m_4))~(1/2),is introduced in the distribution.When ε_u tends to zero,the distribu-tion is reduced to Rayleigh distribution and it is reduced to the normal distribution when ε_u tends to unity.For a narrow spectrum,it is proved that ε is equal to 1/2ε,where ε is(1-(m_2~2/m_0m_4))~(1/2)and is the commonlyused spectral width..  相似文献   

Study on Current-Random Wave Forces Acting on a Framework     

E Xuequan  SHAO Chuanping  GAO Yuxin Professor 《中国海洋工程》1998,(3)

—The forces of random wave plus current acting on a simplified offshore platform(jacket)mod-el have been studied numerically and experimentally.The numerical results are in good agreement withexperiments.The mean force can be approximated as a function of equivalent velocity parameter and theroot-mean-square force as a function of equivalent significant wave height parameter.  相似文献   

Nonlinear Coupled Motions for a Given Two-Point Tension Mooring System   总被引：1，自引：1，他引：0  

SUN M ingguang  LONG Jiang Professor 《中国海洋工程》1998,(3)

—The nonlinear behaviors of plane coupled motions for a given two-point tension mooring sys-tem,are discussed in the present paper.For a cylinder moored by two taut lines under the action ofgravity,buoyance and forces due to wave-current and mooring lines,a mathematical model of motionswith three degrees of freedom is established.The steady solution and stability are analyzed.By integratingthe equations of motions,history,phase map and Poincare map are obtained.The Liapunov exponentsare also computed.The numerical results show that:the horizontal movement will increase,and stabilitywill also increase as the steady force increases.The amplitude of responses will decrease as time-dependentforces decrease.Because of the geometric nonlinearity,there exist many windows bifurcating to pseudo-pe-riodic or multi-periodic solution.The bifurcating patterns may be different.The behaviors are very com-plex.Under wave excitation alone,the motions are nonsymmetrical but still symmetrical statistically.  相似文献