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杭州市西湖区优秀创新人才“325”计划入选单位
杭州市高层次人才项目

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Ocean Engineering

ISSN: 0029-8018

官网: https://www.sciencedirect.com/journal/ocean-engineering

出版商: Elsevier

Title Scholar cited Year Review Cycle Accept Cycle

The effect of buried fibres on offshore pipeline plough performance

DOI:10.1016/j.oceaneng.2015.08.022

Received:2015-01-23 ; Accepted:2015-08-08 ; Online:2015-09-19

- 2015 5.9 6.6

RETRACTED: The resistance of ice breaking ship using the regression analysis of model tests

DOI:10.1016/j.oceaneng.2015.08.020

Online:2015-09-19

- 2015 - -

Effect of strain rate and strain softening on embedment depth of a torpedo anchor in clay

DOI:10.1016/j.oceaneng.2015.07.067

Received:2014-11-03 ; Accepted:2015-07-29 ; Online:2015-09-19

- 2015 8.2 8.9

An algorithm for shear stress evaluation in ship hull girders

DOI:10.1016/j.oceaneng.2015.08.048

Received:2015-01-30 ; Accepted:2015-08-25 ; Online:2015-09-19

- 2015 6.2 6.9

Study on the control methods of a water hydraulic variable ballast system for submersible vehicles

DOI:10.1016/j.oceaneng.2015.08.045

Received:2015-01-13 ; Accepted:2015-08-25 ; Online:2015-09-18

- 2015 6.8 7.5

Nonlinear time-domain NWT simulations for two types of a backward bent duct buoy (BBDB) compared with 2D wave-tank experiments

DOI:10.1016/j.oceaneng.2015.08.038

Received:2014-07-23 ; Revised:2015-05-11 ; Accepted:2015-08-24 ; Online:2015-09-16

- 2015 9.3 13.2

Behavior of different trawl codend concepts

DOI:10.1016/j.oceaneng.2015.08.047

Received:2015-02-28 ; Accepted:2015-08-25 ; Online:2015-09-16

- 2015 5.2 5.9

Cover 2 - Prelims/Editorial Board

DOI:10.1016/S0029-8018(15)00483-7

Online:2015-09-16

- 2015 - -

Numerical analysis of buckling failure in flexible pipe tensile armor wires

DOI:10.1016/j.oceaneng.2015.08.011

Received:2013-07-12 ; Accepted:2015-08-10 ; Online:2015-09-16

- 2015 24.6 25.3

Analytical and experimental studies of dragging hall anchors through rock berm

DOI:10.1016/j.oceaneng.2015.08.031

Received:2014-03-30 ; Accepted:2015-08-23 ; Online:2015-09-15

- 2015 16.3 17