Configuration Analysis of Deepwater S-Lay Pipeline
The safety of offshore pipeline has drawn a great deal of attention during deepwater installation due to the combined actions of high external pressure, axial tension, and bending moment. Meanwhile, the pipeline configuration has a remarkable effect on the structural behaviour of the tube. The speci...
Saved in:
Published in | China ocean engineering Vol. 25; no. 3; pp. 519 - 530 |
---|---|
Main Author | |
Format | Journal Article |
Language | English |
Published |
Heidelberg
Chinese Ocean Engineering Society
01.09.2011
Institute of Structural Engineering, Zhejiang University, Hangzhou 310058, China%Offshore Oil Engineering Co. Ltd., Tianjin 300452, China |
Subjects | |
Online Access | Get full text |
ISSN | 0890-5487 2191-8945 |
DOI | 10.1007/s13344-011-0042-5 |
Cover
Abstract | The safety of offshore pipeline has drawn a great deal of attention during deepwater installation due to the combined actions of high external pressure, axial tension, and bending moment. Meanwhile, the pipeline configuration has a remarkable effect on the structural behaviour of the tube. The special studies focus on the deepwater S-lay technique in the present paper. The stiffened catenary theory is applied to establish the static equilibrium governing differential equation of a pipe element, and the solution equations of the total pipeline configuration from a lay-barge over a stinger to the seabed are derived, The numerical iteration method for solving pipeline configuration is described in detail, and the corresponding program is developed to conduct the analysis of effects of various parameters such as laying water depth, pipe diameter, thickness of concrete weighted coating layer, stinger length, control strain, and axial tension on pipeline configuration. The results show that the laying water depth, the submerged weight of the pipe, and the axial tension are the critical factors influencing pipeline configuration. In addition, geometrical parameters of the stinger such as length, radius, and shape have an important effect on the pipe-laying capacity of the vessel. The validity of the program is further verified by means of a comparison with results obtained from the commercial finite element software OFFPIPE. |
---|---|
AbstractList | P756.2; The safety of offshore pipeline has drawn a great deal of attention during deepwater installation due to the combined actions of high external pressure,axial tension,and bending moment.Meanwhile,the pipeline configuration has a remarkable effect on the structural behaviour of the tube.The special studies focus on the deepwater S-lay technique in the present paper.The stiffened catenary theory is applied to establish the static equilibrium governing differential equation of a pipe element,and the solution equations of the total pipeline configuration from a lay-barge over a stinger to the seabed are derived.The numerical iteration method for solving pipeline configuration is described in detail,and the corresponding program is developed to conduct the analysis of effects of various parameters such as laying water depth,pipe diameter,thickness of concrete weighted coating layer,stinger length,control strain,and axial tension on pipeline configuration.The results show that the laying water depth,the submerged weight of the pipe,and the axial tension are the critical factors influencing pipeline configuration.In addition,geometrical parameters of the stinger such as length,radius,and shape have an important effect on the pipe-laying capacity of the vessel.The validity of the program is further verified by means of a comparison with results obtained from the commercial finite element software OFFPIPE. The safety of offshore pipeline has drawn a great deal of attention during deepwater installation due to the combined actions of high external pressure, axial tension, and bending moment. Meanwhile, the pipeline configuration has a remarkable effect on the structural behaviour of the tube. The special studies focus on the deepwater S-lay technique in the present paper. The stiffened catenary theory is applied to establish the static equilibrium governing differential equation of a pipe element, and the solution equations of the total pipeline configuration from a lay-barge over a stinger to the seabed are derived. The numerical iteration method for solving pipeline configuration is described in detail, and the corresponding program is developed to conduct the analysis of effects of various parameters such as laying water depth, pipe diameter, thickness of concrete weighted coating layer, stinger length, control strain, and axial tension on pipeline configuration. The results show that the laying water depth, the submerged weight of the pipe, and the axial tension are the critical factors influencing pipeline configuration. In addition, geometrical parameters of the stinger such as length, radius, and shape have an important effect on the pipe-laying capacity of the vessel. The validity of the program is further verified by means of a comparison with results obtained from the commercial finite element software OFFPIPE. |
Author | 龚顺风 陈凯 陈源 金伟良 李志刚 赵冬岩 |
AuthorAffiliation | Institute of Structural Engineering, Zhejiang University, Hangzhou 310058, China Offshore Oil Engineering Co. Ltd., Tianjin 300452, China |
AuthorAffiliation_xml | – name: Institute of Structural Engineering, Zhejiang University, Hangzhou 310058, China%Offshore Oil Engineering Co. Ltd., Tianjin 300452, China |
Author_xml | – sequence: 1 fullname: 龚顺风 陈凯 陈源 金伟良 李志刚 赵冬岩 |
BookMark | eNp9kE9PGzEUxK2KSg20H6C35YQ4GJ7_re0jCm2pFIlKbc-Ws3lejBY72Buh8Om7YVEr9cDpXeY382aOyVHKCQn5zOCCAejLyoSQkgJjFEByqt6RBWeWUWOlOiILMBaokkZ_IMe13gMopiRbEL7MKcR-V_wYc2qukh_2NdYmh-YacfvkRyzNT7ry--ZH3OIQE34k74MfKn56vSfk99cvv5Y3dHX77fvyakU7YWCkodu0a9txg1YJDLrlG8HFxgQrW7ScbTRvdVBaB6HkWgJTJjDu16I1bStQihNyPvs--RR86t193pXpv-qe-7t93znkU10QwPikPZu125Ifd1hH9xBrh8PgE-ZddRa40KDkwVXPyq7kWgsG18XxpfxYfBwcA3cY1M2DuinBHQZ1aiLZf-S2xAdf9m8yfGbqpE09ln8l3oJOX4PucuofJ-5vkrDMtFwo8QfznJJ3 |
CitedBy_id | crossref_primary_10_1080_17445302_2020_1827804 crossref_primary_10_3390_jmse8020119 crossref_primary_10_3390_jmse11081520 crossref_primary_10_1177_1475090213514571 crossref_primary_10_3389_feart_2022_1011291 crossref_primary_10_1155_2014_298281 crossref_primary_10_1016_j_oceaneng_2025_120724 crossref_primary_10_1115_1_4046286 crossref_primary_10_1016_j_oceaneng_2014_04_010 crossref_primary_10_1080_17445302_2021_1971825 crossref_primary_10_4028_www_scientific_net_AMR_476_478_2505 crossref_primary_10_3390_pr6120261 crossref_primary_10_1007_s13344_024_0050_x crossref_primary_10_4028_www_scientific_net_AMR_452_453_289 crossref_primary_10_1016_j_oceaneng_2014_07_016 crossref_primary_10_1007_s13344_024_0019_9 |
Cites_doi | 10.1115/1.1710871 10.1061/(ASCE)0733-9399(2007)133:10(1086) 10.1016/S0141-1187(99)00020-6 10.1007/s13344-011-0012-y 10.1016/j.engstruct.2009.01.012 10.1115/1.533722 10.1115/1.3438484 10.1115/1.3604590 10.1115/1.3610004 |
ClassificationCodes | P756.2 |
ContentType | Journal Article |
Copyright | Chinese Ocean Engineering Society and Springer-Verlag Berlin Heidelberg 2011 Copyright © Wanfang Data Co. Ltd. All Rights Reserved. |
Copyright_xml | – notice: Chinese Ocean Engineering Society and Springer-Verlag Berlin Heidelberg 2011 – notice: Copyright © Wanfang Data Co. Ltd. All Rights Reserved. |
DBID | 2RA 92L CQIGP W94 ~WA AAYXX CITATION 7TB 8FD FR3 KR7 2B. 4A8 92I 93N PSX TCJ |
DOI | 10.1007/s13344-011-0042-5 |
DatabaseName | 维普期刊资源整合服务平台 中文科技期刊数据库-CALIS站点 维普中文期刊数据库 中文科技期刊数据库-自然科学 中文科技期刊数据库- 镜像站点 CrossRef Mechanical & Transportation Engineering Abstracts Technology Research Database Engineering Research Database Civil Engineering Abstracts Wanfang Data Journals - Hong Kong WANFANG Data Centre Wanfang Data Journals 万方数据期刊 - 香港版 China Online Journals (COJ) China Online Journals (COJ) |
DatabaseTitle | CrossRef Civil Engineering Abstracts Engineering Research Database Technology Research Database Mechanical & Transportation Engineering Abstracts |
DatabaseTitleList | Civil Engineering Abstracts |
DeliveryMethod | fulltext_linktorsrc |
Discipline | Engineering Oceanography |
DocumentTitleAlternate | Configuration Analysis of Deepwater S-Lay Pipeline |
EISSN | 2191-8945 |
EndPage | 530 |
ExternalDocumentID | zghygc_e201103012 10_1007_s13344_011_0042_5 39186235 |
GroupedDBID | -01 -0A -EM -SA -S~ 06D 0R~ 0VY 188 29B 29~ 2B. 2C. 2KG 2KM 2RA 30V 4.4 406 408 5GY 5VR 5XA 5XB 5XL 8RM 92E 92I 92L 92M 92Q 93N 96X 9D9 9DA AAAVM AAFGU AAHNG AAIAL AAJKR AANZL AARHV AARTL AATNV AATVU AAUYE AAWCG AAYFA AAYIU AAYQN AAYTO AAZMS ABDZT ABECU ABFGW ABFTV ABJNI ABJOX ABKAS ABKCH ABMQK ABQBU ABSXP ABTEG ABTHY ABTKH ABTMW ABXPI ACAOD ACBMV ACBRV ACBXY ACBYP ACGFS ACHSB ACIGE ACIPQ ACIWK ACKNC ACMDZ ACMLO ACOKC ACTTH ACVWB ACWMK ACZOJ ADHHG ADHIR ADINQ ADKNI ADMDM ADOXG ADRFC ADURQ ADYFF ADZKW AEBTG AEFTE AEGNC AEJHL AEJRE AENEX AEOHA AEPYU AESKC AESTI AETCA AEVLU AEVTX AEXYK AFLOW AFNRJ AFQWF AFUIB AFWTZ AFZKB AGAYW AGDGC AGGBP AGJBK AGMZJ AGQMX AGWZB AGYKE AHAVH AHBYD AHKAY AHSBF AHYZX AIAKS AIIXL AILAN AIMYW AITGF AJBLW AJDOV AJRNO AKQUC ALFXC ALMA_UNASSIGNED_HOLDINGS AMKLP AMXSW AMYLF AMYQR ANMIH AOCGG AXYYD BGNMA CAJEA CAJUS CCEZO CCVFK CHBEP CQIGP CW9 DDRTE DNIVK DPUIP EBLON EBS EIOEI EJD ESBYG FA0 FERAY FIGPU FINBP FNLPD FRRFC FSGXE FYJPI GGCAI GGRSB GJIRD GQ6 GQ7 HF~ HMJXF HRMNR HZ~ I0C IKXTQ IWAJR J-C JBSCW JUIAU JZLTJ LLZTM M4Y NPVJJ NQJWS NU0 O9- O9J P2P P9P PT4 Q-- Q-0 R-A R9I RLLFE RSV RT1 S.. S1Z S27 S3B SCL SEG SHX SNE SNPRN SNX SOHCF SOJ SPISZ SRMVM SSLCW STPWE T13 T8Q TCJ TGP TSG U1F U1G U2A U5A U5K UG4 UOJIU UTJUX UZ4 UZXMN VC2 VFIZW W48 W94 WK8 Z7R ZMTXR ~A9 ~LH ~WA AACDK AAJBT AASML AAXDM AAYZH ABAKF ACDTI ACPIV AEFQL AEMSY AFBBN AGQEE AGRTI AIGIU H13 HG6 ROL SJYHP AAPKM AAYXX ABBRH ABDBE ABFSG ACSTC AEZWR AFDZB AFHIU AFOHR AHPBZ AHWEU AIXLP ATHPR AYFIA CITATION 7TB 8FD ABRTQ FR3 KR7 4A8 PSX |
ID | FETCH-LOGICAL-c380t-fcd6b9c28e953ef762d323d8f946e921d7267f577f354b40158f12ab368663e43 |
IEDL.DBID | AGYKE |
ISSN | 0890-5487 |
IngestDate | Thu May 29 04:08:27 EDT 2025 Fri Sep 05 05:07:38 EDT 2025 Tue Jul 01 01:29:45 EDT 2025 Thu Apr 24 23:08:04 EDT 2025 Fri Feb 21 02:36:04 EST 2025 Wed Feb 14 09:54:23 EST 2024 |
IsPeerReviewed | true |
IsScholarly | true |
Issue | 3 |
Keywords | offshore pipeline stiffened catenary theory configuration S-lay stinger |
Language | English |
License | http://www.springer.com/tdm |
LinkModel | DirectLink |
MergedId | FETCHMERGED-LOGICAL-c380t-fcd6b9c28e953ef762d323d8f946e921d7267f577f354b40158f12ab368663e43 |
Notes | 32-1441/P GONG Shun-feng, CHEN Kai CHEN Yuan JIN Wei-liang , LI Zhi-gang and ZHAO Dong-yan ( a Institute of Structural Engineering, Zhejiang University, Hangzhou 310058, China b Offshore Oil Engineering Co. Ltd., Tianjin 300452, China) offshore pipeline; S-lay; stiffened caten'ary theory; stinger; configuration The safety of offshore pipeline has drawn a great deal of attention during deepwater installation due to the combined actions of high external pressure, axial tension, and bending moment. Meanwhile, the pipeline configuration has a remarkable effect on the structural behaviour of the tube. The special studies focus on the deepwater S-lay technique in the present paper. The stiffened catenary theory is applied to establish the static equilibrium governing differential equation of a pipe element, and the solution equations of the total pipeline configuration from a lay-barge over a stinger to the seabed are derived, The numerical iteration method for solving pipeline configuration is described in detail, and the corresponding program is developed to conduct the analysis of effects of various parameters such as laying water depth, pipe diameter, thickness of concrete weighted coating layer, stinger length, control strain, and axial tension on pipeline configuration. The results show that the laying water depth, the submerged weight of the pipe, and the axial tension are the critical factors influencing pipeline configuration. In addition, geometrical parameters of the stinger such as length, radius, and shape have an important effect on the pipe-laying capacity of the vessel. The validity of the program is further verified by means of a comparison with results obtained from the commercial finite element software OFFPIPE. ObjectType-Article-1 SourceType-Scholarly Journals-1 ObjectType-Feature-2 content type line 23 |
PQID | 902370544 |
PQPubID | 23500 |
PageCount | 12 |
ParticipantIDs | wanfang_journals_zghygc_e201103012 proquest_miscellaneous_902370544 crossref_citationtrail_10_1007_s13344_011_0042_5 crossref_primary_10_1007_s13344_011_0042_5 springer_journals_10_1007_s13344_011_0042_5 chongqing_primary_39186235 |
ProviderPackageCode | CITATION AAYXX |
PublicationCentury | 2000 |
PublicationDate | 2011-09-01 |
PublicationDateYYYYMMDD | 2011-09-01 |
PublicationDate_xml | – month: 09 year: 2011 text: 2011-09-01 day: 01 |
PublicationDecade | 2010 |
PublicationPlace | Heidelberg |
PublicationPlace_xml | – name: Heidelberg |
PublicationTitle | China ocean engineering |
PublicationTitleAbbrev | China Ocean Eng |
PublicationTitleAlternate | China Ocean Engineering |
PublicationTitle_FL | China Ocean Engineering |
PublicationYear | 2011 |
Publisher | Chinese Ocean Engineering Society Institute of Structural Engineering, Zhejiang University, Hangzhou 310058, China%Offshore Oil Engineering Co. Ltd., Tianjin 300452, China |
Publisher_xml | – name: Chinese Ocean Engineering Society – name: Institute of Structural Engineering, Zhejiang University, Hangzhou 310058, China%Offshore Oil Engineering Co. Ltd., Tianjin 300452, China |
References | Duan, Wang, Estefen, He, Li, Chen (CR2) 2011; 25 García-Palacios, Samartin, Negro (CR5) 2009; 31 Gong, He, Zhou, Jin, Li, Zhao, He (CR6) 2009; 27 Palmer, Hutchinson, Ells (CR10) 1974; 96 Guarracino, Mallardo (CR7) 1999; 21 CR13 Gu (CR3) 1989; 3 Yun, Peek, Paslay, Kopp (CR12) 2004; 126 Gao, Yan, Yang, Wu (CR4) 2007; 133 Igland, Moan (CR8) 2000; 122 Plunkett (CR11) 1967; 89 Dixon, Rutledge (CR1) 1968; 90 Li, Wang, He, Zhao (CR9) 2008; 22 42_CR13 R. T. Igland (42_CR8) 2000; 122 D. A. Dixon (42_CR1) 1968; 90 J. García-Palacios (42_CR5) 2009; 31 S. F. Gong (42_CR6) 2009; 27 F. Guarracino (42_CR7) 1999; 21 Z. G. Li (42_CR9) 2008; 22 R. Plunkett (42_CR11) 1967; 89 A. C. Palmer (42_CR10) 1974; 96 Y. N. Gu (42_CR3) 1989; 3 M. L. Duan (42_CR2) 2011; 25 H. D. Yun (42_CR12) 2004; 126 F. P. Gao (42_CR4) 2007; 133 |
References_xml | – volume: 126 start-page: 156 issue: 2 year: 2004 end-page: 163 ident: CR12 article-title: Loading history effects for deep-water S-lay of pipelines publication-title: J. Offshore Mech. Arct. Eng. doi: 10.1115/1.1710871 – volume: 3 start-page: 477 issue: 4 year: 1989 end-page: 486 ident: CR3 article-title: Analysis of pipeline behaviours during laying operation publication-title: China Ocean Eng. – volume: 90 start-page: 153 issue: 2 year: 1968 end-page: 160 ident: CR1 article-title: Stiffened catenary calculation pipeline laying problem publication-title: J. Eng. Ind. – volume: 133 start-page: 1086 issue: 10 year: 2007 end-page: 1092 ident: CR4 article-title: Ocean currents-induced pipeline lateral stability on sandy seabed publication-title: J. Eng. Mech., ASCE doi: 10.1061/(ASCE)0733-9399(2007)133:10(1086) – ident: CR13 – volume: 21 start-page: 281 issue: 6 year: 1999 end-page: 293 ident: CR7 article-title: A refined analytical analysis of submerged pipelines in seabed laying publication-title: Appl. Ocean Res. doi: 10.1016/S0141-1187(99)00020-6 – volume: 25 start-page: 139 issue: 1 year: 2011 end-page: 148 ident: CR2 article-title: An installation system of deepwater risers by an S-lay vessel publication-title: China Ocean Eng. doi: 10.1007/s13344-011-0012-y – volume: 31 start-page: 1120 issue: 5 year: 2009 end-page: 1131 ident: CR5 article-title: A nonlinear analysis of laying a floating pipeline on the seabed publication-title: Eng. Struct. doi: 10.1016/j.engstruct.2009.01.012 – volume: 122 start-page: 40 issue: 1 year: 2000 end-page: 46 ident: CR8 article-title: Reliability analysis of pipelines during laying, considering ultimate strength under combined loads publication-title: J. Offshore Mech. Arct. Eng. doi: 10.1115/1.533722 – volume: 89 start-page: 31 issue: 1 year: 1967 end-page: 36 ident: CR11 article-title: Static bending stresses in catenaries and drill strings publication-title: J. Eng. Ind. – volume: 22 start-page: 521 issue: 3 year: 2008 end-page: 532 ident: CR9 article-title: An overview of deepwater pipeline laying technology publication-title: China Ocean Eng. – volume: 27 start-page: 87 issue: 4 year: 2009 end-page: 95 ident: CR6 article-title: Parameter sensitivity analysis of S-lay technique for deepwater submarine pipeline publication-title: The Ocean Engineering – volume: 96 start-page: 1112 issue: 4 year: 1974 end-page: 1118 ident: CR10 article-title: Configuration of submarine pipelines during laying operations publication-title: J. Eng. Ind. doi: 10.1115/1.3438484 – volume: 96 start-page: 1112 issue: 4 year: 1974 ident: 42_CR10 publication-title: J. Eng. Ind. doi: 10.1115/1.3438484 – volume: 122 start-page: 40 issue: 1 year: 2000 ident: 42_CR8 publication-title: J. Offshore Mech. Arct. Eng. doi: 10.1115/1.533722 – volume: 22 start-page: 521 issue: 3 year: 2008 ident: 42_CR9 publication-title: China Ocean Eng. – volume: 126 start-page: 156 issue: 2 year: 2004 ident: 42_CR12 publication-title: J. Offshore Mech. Arct. Eng. doi: 10.1115/1.1710871 – volume: 31 start-page: 1120 issue: 5 year: 2009 ident: 42_CR5 publication-title: Eng. Struct. doi: 10.1016/j.engstruct.2009.01.012 – volume: 133 start-page: 1086 issue: 10 year: 2007 ident: 42_CR4 publication-title: J. Eng. Mech., ASCE doi: 10.1061/(ASCE)0733-9399(2007)133:10(1086) – volume: 27 start-page: 87 issue: 4 year: 2009 ident: 42_CR6 publication-title: The Ocean Engineering – volume: 90 start-page: 153 issue: 2 year: 1968 ident: 42_CR1 publication-title: J. Eng. Ind. doi: 10.1115/1.3604590 – volume: 3 start-page: 477 issue: 4 year: 1989 ident: 42_CR3 publication-title: China Ocean Eng. – ident: 42_CR13 – volume: 25 start-page: 139 issue: 1 year: 2011 ident: 42_CR2 publication-title: China Ocean Eng. doi: 10.1007/s13344-011-0012-y – volume: 21 start-page: 281 issue: 6 year: 1999 ident: 42_CR7 publication-title: Appl. Ocean Res. doi: 10.1016/S0141-1187(99)00020-6 – volume: 89 start-page: 31 issue: 1 year: 1967 ident: 42_CR11 publication-title: J. Eng. Ind. doi: 10.1115/1.3610004 |
SSID | ssj0051541 |
Score | 1.9501134 |
Snippet | The safety of offshore pipeline has drawn a great deal of attention during deepwater installation due to the combined actions of high external pressure, axial... P756.2; The safety of offshore pipeline has drawn a great deal of attention during deepwater installation due to the combined actions of high external... |
SourceID | wanfang proquest crossref springer chongqing |
SourceType | Aggregation Database Enrichment Source Index Database Publisher |
StartPage | 519 |
SubjectTerms | Axial stress Coastal Sciences Differential equations Engineering Fluid- and Aerodynamics Laying Marine Marine & Freshwater Sciences Mathematical analysis Mathematical models Numerical and Computational Physics Oceanography Offshore Engineering Pipe Pipelines Simulation Water depth 数值迭代法 有限元软件 海底管线 深水 管道配置 管道铺设 轴向拉力 配置分析 |
Title | Configuration Analysis of Deepwater S-Lay Pipeline |
URI | http://lib.cqvip.com/qk/86654A/201103/39186235.html https://link.springer.com/article/10.1007/s13344-011-0042-5 https://www.proquest.com/docview/902370544 https://d.wanfangdata.com.cn/periodical/zghygc-e201103012 |
Volume | 25 |
hasFullText | 1 |
inHoldings | 1 |
isFullTextHit | |
isPrint | |
link | http://utb.summon.serialssolutions.com/2.0.0/link/0/eLvHCXMwlV3dTxQxEJ_A8aImfqDGQyEb45NmyW6_-3gxIJGoD3IJPjVtt10IZO_k7mLgr7e9be_QEBLe29ndznT6m52ZXwE-yMpyQoUsnaGoJDYErMJyVlpNkNcc6UbGbuRv39nRmHw9paepj3uWq91zSnLpqdfNbhiTWDERwt_YU0I3YYvWQooBbI2-_Do-yA44nNDLCysrIasyAvKczLxLSKRUOJt07e_wwH-PpjXeXKVIl409nddde-sMOnwGJ_nt-9KTi_3F3Ozbm_-IHR_4ec_hacKkxag3ohew4bpteHyLqXAbnvywTneJ3voloNgoeN4uevMpdGI2KSa-aJyb_gkA9qr4WV7q62J6Po0t7-4VjA8PTj4flen2hdJiUc1LbxtmpEXCSYqdD06zwQg3wkvCnER1wxHjnnLuMSUmhGlU-Bppg5kIKMYR_BoG3aRzb6CQjmhKdaMxM8SHgMsIToxouK2pMYwNYWelBDXtWTYUlnWItjAdQpW1omziLY_XZ1yqNeNyXDoVlk7FpVNhysfVlCzunsFFVrUKWyvmS3TnJouZkgHP8ABpyRA-ZZ2ptMVn9wl8n6xkPfimPbturXJLuBV8Ktp5kMi38Kj_lx1r297BYH61cLsBDM3NXjL-Pdgco9FfLH_9JQ |
linkProvider | Springer Nature |
linkToHtml | http://utb.summon.serialssolutions.com/2.0.0/link/0/eLvHCXMwlV1LbxMxEB5BeuAh8ShFpBRYIU6grTZ--1hVLYE-OJBK5WTZXntbUW1Ckwi1vx47aycFoUq927O7nvH4m52ZzwAfZGU5oUKWzlBUEhsCVmE5K60myGuOdC1jN_LRMRuekK-n9DT1cU9ztXtOSS489arZDWMSKyZC-Bt7Suh9WCMhBK96sLbz-cfBXnbA4YReXFhZCVmVEZDnZOb_hERKhbNx2_wKD_z7aFrhzWWKdNHY03rdNjfOoP2nMMpv35We_Nyez8y2vf6H2PGOn_cMniRMWux0RvQc7rl2HR7dYCpch8ffrNNtord-ASg2Cp438858Cp2YTYqxL2rnJr8DgL0svpcX-qqYnE9iy7vbgJP9vdHusEy3L5QWi2pWelszIy0STlLsfHCaNUa4Fl4S5iQa1Bwx7innHlNiQphGhR8gbTATAcU4gl9Crx237hUU0hFNqa41Zob4EHAZwYkRNbcDagxjfdhcKkFNOpYNheUgRFuY9qHKWlE28ZbH6zMu1IpxOS6dCkun4tKpMOXjckoWd8vgIqtaha0V8yW6deP5VMmAZ3iAtKQPn7LOVNri09sEvk9Wshp83ZxdNVa5BdwKPhVt3knkO3gwHB0dqsMvxwev4WH3XzvWuW1Bb3Y5d28CMJqZt2kj_AELlv8Z |
linkToPdf | http://utb.summon.serialssolutions.com/2.0.0/link/0/eLvHCXMwlV3daxQxEA-1BVFBalW8ausiPilLd_Odx6IerR9V0IO-hXxuCyW39u6Q-tc7ud29q1AKfU9mYSaZ-c1O5jcIvVWVE5RJVQbLcEkdJKzSCV46Q3E0AhuvcjfytxN-NKGfT9lpP-d0Nrx2H0qSXU9DZmlK84PWx4N14xshNL-egFQ495ewe2gLvHGdD_oEHw6uGGL1cnRlJVVVZmg-lDVvEpHJFc6mqfkNn_4_SK2R56pYumzxSdGk5lo0Gm-jxz2MLA47uz9BGyHtoIfXyAV30KPvLpjUM1I_RTj39p03i87ihenJSIppLHwI7R_AnJfFz_LCXBXteZu71MMzNBl_-vXhqOwHJpSOyGpeRue5VQ7LoBgJEfycJ5h4GRXlQeHaC8xFZEJEwqiFzIrJWGNjCZcAPAIlz9FmmqbwAhUqUMOY8YZwSyPkSFYKaqUXrmbWcj5Cuytt6bYjxtBE1ZAgETZC1aA-7Xqq8Tzx4kKvSZKz9jVoX2fta9jybrVlEHfL4mKwiYbbkEscJoXpYqYVQBABKJSO0PvBVrq_lbPbBL7pzble_Lc5u2qcDkuEBG4Q795J5Gt0_8fHsf56fPLlJXrQ_YnOL9Neoc355SLsAZSZ2_3lcf0H0V_mog |
openUrl | ctx_ver=Z39.88-2004&ctx_enc=info%3Aofi%2Fenc%3AUTF-8&rfr_id=info%3Asid%2Fsummon.serialssolutions.com&rft_val_fmt=info%3Aofi%2Ffmt%3Akev%3Amtx%3Ajournal&rft.genre=article&rft.atitle=Configuration+analysis+of+deepwater+S-lay+pipeline&rft.jtitle=China+ocean+engineering&rft.au=Gong%2C+Shun-feng&rft.au=Chen%2C+Kai&rft.au=Chen%2C+Yuan&rft.au=Jin%2C+Wei-liang&rft.date=2011-09-01&rft.issn=0890-5487&rft.volume=25&rft.issue=3&rft.spage=519&rft.epage=530&rft_id=info:doi/10.1007%2Fs13344-011-0042-5&rft.externalDBID=NO_FULL_TEXT |
thumbnail_s | http://utb.summon.serialssolutions.com/2.0.0/image/custom?url=http%3A%2F%2Fimage.cqvip.com%2Fvip1000%2Fqk%2F86654A%2F86654A.jpg http://utb.summon.serialssolutions.com/2.0.0/image/custom?url=http%3A%2F%2Fwww.wanfangdata.com.cn%2Fimages%2FPeriodicalImages%2Fzghygc-e%2Fzghygc-e.jpg |