2003, Volume 5, Issue 8
Strategic Study of CAE >> 2003, Volume 5, Issue 8
The Analyzing Methods and Advice on Seismic Stress Calculation of Offshore Pipelines
1. Dept. of Mechanics, Fudan University, Shanghai 200433, China
2. Dept. of Offshore Engineering, China Classification Society, Beijing 100006, China
3. Research Center, CNOOC, Beijing 100027, China
4. Dept. of Mechanics , Peking University, Beijing 100871, China
Next Previous
Abstract
The paper comprehensively analyzes and summarizes main problems that exist in seismic stress calculation of offshore pipelines. In combination with demands of engineering design, some thoughts and advice are given to deal with the problems, which are expected to benefit researches on anti-seismic design method, in addition to establishment of anti-seismic criterion of offshore pipelines.
Keywords
offshore pipeline ; seismic wave ; fault ; stress-strain ; span ; syphon
Figures
图1
图2
图3
图4
References
[ 1 ] 格赫曼AC , 扎伊涅特季诺夫XX .管道的抗震设计施工与监护[M].北京:地震出版社, 1992 link1
[ 2 ] ZhuangYizhou, JinWeiliang.Aseismicreliabilityanalysisapproachforoffshorejachket platformstructures[J].ChinaOceanEngineering, 1998, 12 (4) :375～382
[ 3 ] 张德元, 刘元生, 李一兵.油田地震信息监测研究与应用[M ].北京:地震出版社, 1995
[ 4 ] 胡聿贤.地震工程学[M].北京:地震出版社, 1988 link1
[ 5 ] 魏光兴, 刁守中, 周翠英.郯庐带地震活动性研究[M].北京:地震出版社, 1993 link1
[ 6 ] 周 晶, 李 昕, 马冬霞.海底悬跨管线的地震响应和振动控制[J].世界地震工程, 2000, 16 (4) :58～62 link1
[ 7 ] 王金英, 赵冬岩.渤海海底管线工程的现状和问题[J].中国海上油田 (工程) , 1992, 4 (1) :1～6
[ 8 ] 中国船级社.海底管线系统规范[S].北京:人民交通出版社, 1992
[ 9 ] 渤海工程设计公司.海底管线系统 (结构部分) 设计指南 (ST -103) [S].天津:渤海工程设计公司, 1987
[10] PaulinML , PhillipsR , BoivinR , etal.Establishmentofafull scale pipeline/soilinteractiontestfacilityandresultsfromlateralandaxialinvestigationsinsand[A].OffshoreMechanicsandArcticEngineeringConference[C].1997.139～146
[11] VerleyRLP , SotbergT .Asoilresistancemodelforpipelineplacedonsandysoils[A].OffshoreMechanicsandArcticEngineeringConference[C].1992.123～131
[12] VerleyRLP , LundKM .Asoilresistancemodelforpipelineplacedonclaysoils[A].OffshoreMechanicsandArcticEngineeringConference[C].1995.225～232
[13] BrennoddenH , LiengJT , SotbergT , etal.Anenergy basedpipe soilinteractionmodel[A].OffshoreTechnologyConference[C].1989.147～158
[14] OrgillG , BarbasST , CrossleyCW .Currentpracticeindeterminingallowable pipelinefreespans[A ].OffshoreMechanicsandArcticEngineeringConference[C].1992.139～145
[15] TuraF , DumitrescuA , BryndumMB , etal.Guidelinesforfreespanning pipelines:thegudespproject[A ].OffshoreMechanicsandArcticEngineeringConference[C].1994.247～256
[16] BruschiR , CurtiG , MarchesaniF , etal.Themaspusproject:upgradesfordeepwater pipelinesonveryunevenseabeds[A ].DeepOffshoreTechnologyConference[C].1993.98～140
[17] PuQun, LiKun, GaoFuping.Scouroftheseabedunderapipelineinoscillatingflow[J].ChinaOceanEngineering, 2001, 15 (1) :129～137
[18] 李桂清, 抗震机构计算理论和方法[M ].北京:地震出版社, 1985
[19] 中国石油天然气总公司抗震办公室.输油 (气) 埋地钢质管道抗震设计规范 (SY/T0450$C 97) [S].北京:石油工业出版社, 1998
[20] 侯忠良, 王优龙, 姚伯英, 等.地下管线抗震[M ].北京:学术书刊出版社, 1990 link1
[21] NewmarkNW , HallWJ .Pipelinedesigntoresistlargefaultdisplacements[A ].ProcUSNationalConferenceonEarthquakeEngineering[C ].AnnArbor, Mich, 1957.416～425
[22] 马 良.海底油气管道工程[M].北京:海洋出版社, 1987 link1
京公网安备 11010502051620号
