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期刊


ISSN1744-5302
刊名Ships and Offshore Structures
参考译名船舶与海洋结构物
收藏年代2008～2023



全部

2008 2009 2010 2011 2012 2013
2014 2015 2016 2017 2018 2019
2020 2021 2022 2023

2015, vol.10, no.1 2015, vol.10, no.2 2015, vol.10, no.3 2015, vol.10, no.4 2015, vol.10, no.5 2015, vol.10, no.6

题名作者出版年年卷期
Investigations of a practical wind-induced fatigue calculation based on nonlinear time domain dynamic analysis and a full wind-directional scatter diagramJia, Junbo20152015, vol.10, no.1
Analysis and design of marine structuresSoares, Carlos Guedes; Romanoff, Jani20152015, vol.10, no.1
Long-term prediction of combined wave and whipping bending moments of container shipsCorak, Maro; Parunov, Josko; Soares, Carlos Guedes20152015, vol.10, no.1
Linear and nonlinear FE analyses of a container vessel in harsh sea stateRingsberg, Jonas W.; Li, Zhiyuan; Tesanovic, Andrea; Knifsund, Camilla20152015, vol.10, no.1
Scaled model tests for the post-ultimate strength collapse behaviour of a ship's hull girder under whipping loadsIijima, Kazuhiro; Suzaki, Yuko; Fujikubo, Masahiko20152015, vol.10, no.1
Fatigue strength of laser-welded thin-plate ship structures based on nominal and structural hot-spot stress approachFricke, W.; Remes, H.; Feltz, O.; Lillemae, I.; Tchuindjang, D.; Reinert, T.; Nevierov, A.; Sichermann, W.; Brinkmann, M.; Kontkanen, T.; Bohlmann, B.; Molter, L.20152015, vol.10, no.1
Shear and tensile failure of thin aluminium plates struck by cylindrical and spherical indentersLiu, B.; Villavicencio, R.; Guedes Soares, C.20152015, vol.10, no.1
Ultimate strength performance of bulk carriers with various corrosion additionsKim, D. K.; Kim, S. J.; Kim, H. B.; Zhang, X. M.; Li, C. G.; Paik, J. K.20152015, vol.10, no.1
Deformation behaviour of corroded plates subjected to blast loadingEslami-Majd, Alireza; Rahbar-Ranji, Ahmad20152015, vol.10, no.1
Free vibration of stiffened open shells with variable radii of curvature using extended Kantorovich-Ritz methodEdalat, Pedram; Khedmati, Mohammad Reza; Guedes Soares, C.20152015, vol.10, no.1
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