Study on topographic compensation model of the Okinawa Trough I. Calculation of theoretical isostatic response function     

Liu Baohua  Wu Jinlong  Xin Baisen  Peng Chao . First Institute of Oceanography  State Oceanic Administration  Qingdao  China . Ocean University of Qingdao  Qingdao  China 《海洋学报(英文版)》1999,(2)

INTRODUCTIONTo study the compensation model of sea topography and isostatic states by using toPOgraphicand gravity data, is an imPOrtant mean for further researching deep structures as elastic structure,stress state of lithosphere, and so on. Since Airy and Pratt proPOsed local isostatic model in the1850' s, greater development on the theoretical study has been attained. Veining Meinesz (1941 )introduced regional compensation mechanism by considering it as floating crust in elastic fie…  相似文献   

A Probabilistic Model for Fatigue Crack Propagation Analysis     

DING Keqin DUAN Menglan FU Pinsheng LIU Chuntu Ph. D.  Associate Professor  Research Department  Center of Boiler  Pressure Vessel Inspection  Research  Beijing  P. R. China Ph. D.  Research Professor  CCS Research  Development Center  China Classification Society  Beijing  P. R. China Lecturer  Yumen Petroleum School of Technique  Technology  Yumen  P. R. China Research Professor 《中国海洋工程》1999,(4)

A simple probabilistic model for predicting crack growth behavior under random loading is pre-sented.In the model,the parameters c and m in the Paris-Erdogan Equation are taken as random variables,and their stochastic characteristic values are obtained through fatigue crack propagation tests on an offshorestructural steel under constant amplitude loading.Furthermore,by using the Monte Carlo simulation tech-nique,the fatigue crack propagation life to reach a given crack length is predicted.The tests are conducted toverify the applicability of the theoretical prediction of the fatigue crack propagation.  相似文献   

Breaking Criteria for Regular Waves on Gentle Slopes     

李玉成  崔丽芳  于洋  滕斌 《中国海洋工程》1999,(4)

Nelson pointed out that the wave breaking criterion(H/d)_b for gentle slopes(i<1/100),inwhich H is the wave height and d is the water depth at the breaking point,is smaller than that for beachslopes of i>1/100),i.e.,the value of(H/d)_b for gentle slopes may be smaller than 0.6.Goda indicatedthat the wave breaking criterion given by himself is a result based on theoretical study,so it should be alsocorrect and can be used for gentle beaches,i.e.,the value of(H/d)_b for gentle slopes may be still largerthan 0.7.By use of high order nonlinear wave theory,this problem is analyzed in this study and the reasonwhy there is a large difference between different studies is explained.Moreover,the bottom energy loss dur-ing wave propagation is considered and the critical slope for the absence of wave breaking is also analyzed.  相似文献   

Mechanics of a Grip System of Three-Key-Board Hydraulic Tongs Developed for Offshore Oil Pipe Lines     

ZHAO Junyou  GUO Aiju  DING Keqin  LIU Chuntu Lecturer  Petroleum University of China  Shangdong  P. R. China. Engineer  Zhongyuan Petrochemical Corporation  Henan  P. R. China. Postdoctoral Fellow 《中国海洋工程》1999,(1)

-This paper carries out the analysis of mechanics of a grip system of three-key-board hydraulictongs developed for offshore oil pipe lines which has been successfully used in oil fields in China.The mainimprovement of this system is that a lever frame structure is used in the structural design,which reducesgreatly the stresses of the major components of the oil pipe tongs.Theoretical analysis and numerical calcu-lation based on thirteen basic equations developed show that the teeth board of the tongs is not easy to slipas frequently happens to other systems and is of higher reliability.  相似文献   

Multiple-Step Predictive Control for Offshore Structures   总被引：13，自引：0，他引：13  

李华军  Sau-Lon JAMES HU 《中国海洋工程》1999,(3)

—Ocean wave propagation is slow,visible and measurable,so a wave theory can be used to approxi-mately predict the imminnent wave force on an offshore structure based on measured,real-time wave elevation nearthe structure.This predictability suggests the development of a more efficient algorithm,than those that have beendeveloped for structures under wind and seismic loads,for the active vibration control of offshore structures.Thepresent study delveops a mutiple-step predictive optimal control(MPOC)algorithm that accounts for multiple-step external loading in the determibation of optimal control forces.The control efficiency of the newly developedMPOC algorithm has been investigated under both regular(single-frequency)and irregular(multiple-frequency)wave loads,and compared with that of two other well-known optimal control algorithms:classical linear optimalcontrol(CLOC)and instantaneou optimal control(IOC).  相似文献   

Normalization of Hydrodynamic Coefficients in Morison Equation     

LI Yucheng Professor  the State Key Laboratory of Coastal  Offshore Engineering  Dalian University of Technology  Dalian  P. R. China. 《中国海洋工程》1999,(2)

-The hydrodynamic coefficients C_d and C_m are not only dependent on the size of slender cylin-der,its location in water,KC number and Re number,but also vary with environmental conditions,i.e.,in regular waves or in irregular waves,in pure waves or in wave-current coexisting field.In this paper,thenormalization of hydrodynamic coefficients for various environmental conditions is discussed.When aproper definition of KC number and proper characteristic values of irregular waves are used,a unified re-lationship between C_d,C_m and KC number for regular waves,irregular waves,pure waves and wave-cur-rent coexisting field can be obtained.  相似文献   

The Optimal Design of TMD for Offshore Structures   总被引：15，自引：0，他引：15  

Sau Lon James HU  Tomotsuka TAKAYAMA 《中国海洋工程》1999,(2)

This paper presents the optimal design procedure of Tuned Mass Damper(TMD)for re-ducing vibration of an actual steel jacket offshore platform excited by random wave loading.In this study,a frequency domain is taken.The force on the structure is determined by use of the linearized Morisonequation for an input Power Spectral Density(PSD)of wave elevation.The sensitivity of optimum valuesof TMD to characteristic parameters of random wave spectrum is analyzed.An optimized TMD designfor the modeled platform is given based on design conditions and the findings of the study.  相似文献   

Holocene environmental change according to lake core in Fildes Peninsula of King George Island,Antarctica     

李小梅  袁宝印  赵俊琳 《极地研究(英文版)》2002,13(2)

Lake core sampled from Xihu in Fildes Peninsula of King Gorge Island, Antarctica could reveal the environmental change of the district. The lake core( GA7) , 9.28 meters long , was sectioned at an interval of 2 cm. Through measuring the organic carbon, magnetic susceptibility, granularity and organic carbon isotope of GA7, by use of 14C age it was estimated that there were four periods of high temperature in Fildes Peninsula; 4800-4400 aB. P. , 3600-3350 aB. P. ,2100 - 1800 aB. P. and 900 aB. P. - present. Meanwhile, results showed that there was a strikingly positive correlation between the content of organic carbon and that of organic carbon isotope (δC01213 ) which could be the substitute indicators of environmental temperature.  相似文献   

箱式超大型浮体在非均匀海洋环境下的水弹性试验   总被引：6，自引：4，他引：2  

吕海宁杨建民  姚美旺 《海洋工程》2004,22(1):1-8

超大型浮体(Very Large foating Structure,VLFS)作为人类开发海洋的前沿基地,正在成为世界各国海洋工程界研究的一个热点。由于超大型浮体覆盖的面积比普通的船舶和海洋结构物要大很多,其首尾两端所处的海洋环境可能有显著的差异,因此必须考虑非均匀海洋环境对其水弹性性能的影响。介绍了国内首次进行的箱式超大型浮体在非均匀海洋环境中的水弹性试验,对非均匀海洋环境、超大型浮体的水弹性性能以及两者相互之间的关系进行了研究。  相似文献   

煤层显微煤岩类型与裂隙分布的关系     

郭莉段林娣  张春雷王延斌 《煤田地质与勘探》2005,33(5):9-12

综合利用显微地层学和统计学方法,以河东煤田中北部8#煤层为例,研究了煤层显微煤岩类型与煤层裂隙分布的关系。结果表明,裂隙在不同显微煤岩类型煤体中的分布存在较大的差异,同时裂隙分布的位置与显微煤岩类型的组合序列有关。其结果对煤层气资源评价和煤层渗透性预测具有重要的指导意义。   相似文献