Limit and shakedown analysis of tubular joints
Offshore structures are generally constructed as frameworks of tubular members. The inelastic response is significant when considering their ability to resist collapse during extreme events. Hence, their tubular joints should be designed to allow the full post yield capacity of the members.
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2008
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| Online Access: | http://hdl.handle.net/10356/12161 |
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sg-ntu-dr.10356-121612023-03-03T19:39:46Z Limit and shakedown analysis of tubular joints Yu, Shengkai. Soh, Chee Kiong School of Civil and Environmental Engineering DRNTU::Engineering::Civil engineering::Structures and design Offshore structures are generally constructed as frameworks of tubular members. The inelastic response is significant when considering their ability to resist collapse during extreme events. Hence, their tubular joints should be designed to allow the full post yield capacity of the members. Doctor of Philosophy (CEE) 2008-09-25T06:38:50Z 2008-09-25T06:38:50Z 2002 2002 Thesis http://hdl.handle.net/10356/12161 en Nanyang Technological University 189 p. application/pdf |
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Nanyang Technological University |
| building |
NTU Library |
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Asia |
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Singapore Singapore |
| content_provider |
NTU Library |
| collection |
DR-NTU |
| language |
English |
| topic |
DRNTU::Engineering::Civil engineering::Structures and design |
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DRNTU::Engineering::Civil engineering::Structures and design Yu, Shengkai. Limit and shakedown analysis of tubular joints |
| description |
Offshore structures are generally constructed as frameworks of tubular members. The inelastic response is significant when considering their ability to resist collapse during extreme events. Hence, their tubular joints should be designed to allow the full post yield capacity of the members. |
| author2 |
Soh, Chee Kiong |
| author_facet |
Soh, Chee Kiong Yu, Shengkai. |
| format |
Theses and Dissertations |
| author |
Yu, Shengkai. |
| author_sort |
Yu, Shengkai. |
| title |
Limit and shakedown analysis of tubular joints |
| title_short |
Limit and shakedown analysis of tubular joints |
| title_full |
Limit and shakedown analysis of tubular joints |
| title_fullStr |
Limit and shakedown analysis of tubular joints |
| title_full_unstemmed |
Limit and shakedown analysis of tubular joints |
| title_sort |
limit and shakedown analysis of tubular joints |
| publishDate |
2008 |
| url |
http://hdl.handle.net/10356/12161 |
| _version_ |
1759858260083474432 |