Design of Mooring System for Oil Storage Vessels     

LI  Wen-long 《中国海洋工程》2003,17(4):541-550

The floating oil storage system has been proposed as a new facility for Strategic Petroleum Reserve (SPR) in China. Mooring is one of the key technologies to ensure the safety, reliability, and performance of the oil storage system. This paper describes the concept, analysis, design and reliability of the mooring system. For mooring system design of these oil vessels, analysis is essential of the behavior of the vessel in connection with mooring facilities of nonlinear resilience. A nonlinear mathematical model for analyzing a moored vessel is established and solved. Some results of numerical simulations are presented. Assessment of the safety regarding the mooring system in terms of failure probability is carried out. Another simulation model for calculating the failure probability of the mooring system is proposed. The design parameters that have an influence on the characteristics of the failure probability have been identified. The simulation results show that the mooring system has an annual reliab  相似文献   

Regression Formulations for the Stress at Hot Spot of Multiplanar Tubular DT Joints     

Chen Tieyun Zhang Huiyuan Professor  Shanghai Jiao Tong University  Shanghai Doctor of Engineering  Shenzhen Shipbuilding Trading Co. LTD. 《中国海洋工程》1993,(1)

- Stress concentration analysis of multiplanar tubular DT joints plays an important role in the fatigue design of offshore platforms. A semi-analytic method for stress analysis under the condition of any loads is briefly introduced in the paper. Nineteen multiplanar tubular DT joints with one of two braces of the same dimension subjected to axial loads and out- of- plane bending moments are computed for parametric stress analysis by using the present method. The influence of geometrical parameters on the stresses of multiplanar tubular DT joints is discussed and compared with corresponding uniplanar T joints. The regression formulae for the stress at hot spot of multiplanar DT joints are found by modification of SCF of corresponding uniplanar T joints. The parametric formulae for the maximum stress by superposition. Finally, the influences of stiffening effect and load-interaction effect on the maximum stress of DT joints are discussed.  相似文献   

基于DXF的OpenFlight数据创建方法研究     

刘立嘉  盛业华  周侗  黄云  陈旻 《测绘科学》2008,33(4)

针对虚拟城市仿真系统应用中OpenFlight模型缺乏、建模方式单一,难以构建复杂模型的情况,本文提出基于CAD文件来构建Opeflght模型的方法,在详细分析OpenFlight和DXF的数据组织结构的基础上,设计了基于DXF的OpenFlight数据创建方案并编程实现。通过实例测试证明该方案能快速、完整地进行数据转换,为虚拟城市系统的三维仿真模型构建提供了一条行之有效的途径。  相似文献   

An integrated assessment of climate change impacts on China's water resources          下载免费PDF全文

REN Guo-yu  JIANG Tong  LI Wei-jing  ZHAI Pan-mao  LUO Yong  MA Zhu-guo 《水科学进展》2008,19(6)

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砂芯的第四纪环境遗迹研究值得重视——第四纪孢粉环境信息对全球环境研究的倡议     

罗宝信  李凤林  陈建国  潘桐  盛晶瑾 《华北地质》2008,31(4)

1996年春,天津地质调查中心海岸带与第四纪地质研究所参加了新疆地矿局在塔克拉玛干沙漠的地下水勘查工作,负责沙漠中心区KT1孔(塔中南侧38km处,38°47′N,83°57′E,孔深653.8m)的野外岩芯编录、取样和综合研究。KT1孔基本上是砂层与泥质沉积的互层,大致划分为212层、106个互层、53个中  相似文献   

SOMATOM AR.C型CT机复位故障检修     

孙璐  童双立 《CT理论与应用研究》1996,5(1):30-32

本文介绍了由电源故障引起的不可逆转故障,并讨论了维修和故障的排除。  相似文献   

A general solution of Poisson''s equation in three dimensions for disk galaxies     

Tong Yi  Zheng Xue-tang 《Chinese Astronomy and Astrophysics》1982,6(4):319-324

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Relationship of Uncertainty and Line Segment for Between Polygon Segment Spatial Data in GIS     

LIU Chun TONG Xiaohua 《地球空间信息科学学报》2005,8(3):183-188

The mathematic theory for uncertainty model of line segment are summed up to achieve a general conception, and the line error hand model of εσ is a basic uncertainty model that can depict the line accuracy and quality efficiently while the model of εm and error entropy can be regarded as the supplement of it. The error band model will reflect and describe the influence of line uncertainty on polygon uncertainty. Therefore, the statistical characteristic of the line error is studied deeply by analyzing the probability that the line error falls into a certain range. Moreover, the theory accordance is achieved in the selecting the error buffer for line feature and the error indicator. The relationship of the accuracy of area for a polygon with the error loop for a polygon boundary is deduced and computed.  相似文献   

Tests on low‐ductility RC frames under high‐ and low‐frequency excitations     

Ser‐Tong Quek  Chengmei Bian  Xilin Lu  Wensheng Lu  Haibei Xiong 《地震工程与结构动力学》2002,31(2):459-474

The response of low‐ductility reinforced concrete (RC) frames, designed typically for a non‐seismic region, subjected to two frequencies of base excitations is studied. Five half‐scaled, two‐bay, two‐storey, RC frames, each approximately 5 m wide by 3.3 m high, were subjected to both horizontal and/or vertical base excitations with a frequency of 40 Hz as well as a lower frequency of about 4 Hz (close to the fundamental frequency) using a shake table. The imposed acceleration amplitude ranged from 0.2 to 1.2g. The test results showed that the response characteristics of the structures differed under high‐ and low‐frequency excitations. The frames were able to sustain high‐frequency excitations without damage but were inadequate for low‐frequency excitations, even though the frames exhibited some ductility. Linear‐elastic time‐history analysis can predict reasonably well the structural response under high‐frequency excitations. As the frames were not designed for seismic loads, the reinforcement detailing may not have been adequate, based on the crack pattern observed. The effect of vertical excitation can cause significant additional forces in the columns and moment reversals in the beams. The ‘strong‐column, weak‐beam’ approach for lateral load RC frame design is supported by experimental observations. Copyright © 2001 John Wiley & Sons, Ltd.  相似文献   

Integrated Two-Dimensional Modeling of Fluid Flow and Compaction in a Sedimentary Basin     

Zhangxin Chen  Richard E. Ewing  Hao Lu  Stephen L. Lyons  Serguei Maliassov  Michael B. Ray  Tong Sun 《Computational Geosciences》2002,6(3-4):545-564

In this paper we employ mixed finite elements and numerically study an integrated two-dimensional model of fluid flow and compaction in a sedimentary basin. This model describes a single phase incompressible flow in a two-dimensional section of a sedimentary basin with vertical compaction. At each time step, an iterative algorithm is used to solve this model. The determination of the grid movement is based on the mass conservation and movement of sediments in the basin, while the mixed method is utilized to solve the fluid flow over the moving grid. Numerical experiments are presented to verify this iterative algorithm and show representative solutions for the model under consideration.  相似文献