An Improved CHC Algorithm for Damage Diagnosis of Offshore Platforms

1 Introduction Health monitoring of structures, especially large spacestructures intended for long-term operation, is essential indeveloping short-term or long-term repair plans. Becausethe maintenance, replacement, and time out of service arecostly, it i…     

桩基导管架平台的非线性分析

本文对渤海八号桩基导管架平台进行了非线性倒塌的分析，分别给出了导管架平台八倍固支计算模型和考虑桩土非线性计算模型的结构倒塌极限载荷及倒塌破坏过程     

导管架式海洋平台结构磁流变阻尼隔震的振动台试验

本文针对渤海JZ20-2MUQ导管架式海洋平台,进行比例为1：10的模型结构的振动台试验研究.首先,根据原结构的基本参数,确定试验模型的几何参数,并通过试验结构的扫频分析,确定其基本力学性能以及隔震层的相关设计参数;其次,对模型结构进行数值计算分析,以确定磁流变阻尼器的基本参数;最后,对模型结构进行振动台试验研究,分别考察3种地震作用下的结构反应.试验结果证明：导管架式海洋平台结构的磁流变阻尼隔震方案对于减少导管架结构的振动、平台甲板的加速度和隔震层相对位移是非常有效的.     

Reliability Analysis for Offshore Platform Structural Systems

A system reliability estimation method for spatial jacket platforms is developed in this paper,The jacket platform is modeled into three-dimensional assembly of spatial beam and plate elements in Fi-nite Element Method(FEM).The limit failure states correspond to collapse of a series of structural mem-bers which are identified by engineering design criteria.In this paper the following aspects are taken intoaccount:the punching shear and buckiing failures in member failure modes for the tubular joints and tubu-lar columns respectively;incremental loading approach for establishment of the safety margin equations ofsystem failure;the algorithm of enumerating significant failure modes for the structural systems and otherconcepts,such as the false failure mode and the virtual limit state.The final work is devoted to the reliabili-ty analysis for a practical jacket platform presently put into operation on the Bohai Sea.The computed re-sults shows that method suggested in this paper is feasible and effective for     

大型导管架吊点分步离散优化设计

导管架吊点的设计是关系导管架起吊安全的重要环节.针对大型导管架吊点结构特点,利用有限元法和优化技术,提出了分步离散优化设计方法.在建立吊点有限元模型和给定边界条件的基础上,按线性静力分析,将吊点设计分为选型和板厚优化两个步骤.在吊点选型过程中,以最少板数为优化目标;在吊点板厚优化过程中,以综合最小板厚为优化目标.该方法不仅是大型导管架吊点优化设计的通用有效方法,而且同样适用于其它类似的工程问题.     

海洋导管架平台优化中灵敏度分析的解析方法

基于杆件有限单元法和海洋导管架平台的结构特点，提出了一种导管架平台灵敏度分析的简化解析方法，给出了灵敏度分析的解析公式，指出可以在结构有限元分析的同时采用此解析方法进行灵敏度分析，相对有限差分法和半解析方法能够在很大程度上提高计算精度，减少结构重分析的次数，利用编制的灵敏度分析计算程序，对渤海BZ28－1油田储油平台进行了灵敏度验算，证明了该方法的有效性和可行性。     

Multi-Objective Fuzzy Optimum Design Based on Reliability for Offshore Jacket Platforms

In consideration of the fuzzy constraint boundary and through analysis of structural reliability, a model of structural fuzzy optimum design is established based on reliability for offshore jacket platforms. According to the characteristics of offshore jacket platforms, the tolerance coefficient of the constraint boundary is determined with the fuzzy optimization method. The optimum level cut set which is the intersection of the fuzzy constraint set and fuzzy objective set, is determined with the bound search method, and then the fuzzy optimum solution to the fuzzy optimization problem is obtained. The central offshore platform SZ36-1 is designed with the fuzzy optimum model based on reliability; the results are compared with those from deterministic optimum design and fuzzy optimum design. The tendency of design variables in the above three methods and its reasons are analyzed. The results of an example show that the fuzzy optimum design based on reliability is stable and reliable.     

Fatigue reliability analysis in time domain for inspection strategy of fixed offshore structures

The paper describes a methodology for estimation of reliability of fixed offshore structures with respect to fatigue and extreme stress. The failure criteria for fatigue are formulated using fracture mechanics principle and that for extreme stress using API Code. Advanced Second Moment method is used to find the reliability index. The total life of the structure is divided into a set of stationary sea-states, occurring during storms and described by directional power spectrum. The method has been illustrated through application to a typical jacket platform. Usefulness of the methodology for planning in-service inspections has been highlighted.     

“埕岛二号”中心平台非灌浆腿导管架结构设计

结合“埕岛二号”生活平台介绍了非灌浆腿导管架的结构分析的细部构造设计计算,将其受力性能与常规导管架作了对比总结了该结构型式的导管架在结构设计时应注意的问题。     

考虑结构-桩-土相互作用的导管架平台优化设计

首先建立了多设计准则、多约束条件的面向结构-桩-土相互作用的导管架海洋平台优化设计模型,然后给出了此模型与结构分析软件及优化算法软件相结合进行优化设计的方法,并以胜利油田埕北11#井单井采油平台为例进行优化设计.结果显示所建模型既不依赖于优化算法,也不依赖于初始设计值,目标函数值均收敛于同一极小值且收敛速度较快、减小幅度可观,从而说明了此模型的合理性.