| Structural Analysis of Platforms with the Effect of Joint Flexibility |
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| 作者单位： | Mu Yang Zhang Shengkun Assistant，Dept. of Architecture and Ocean Engineering，Shanghai Jiao Tong University，Shanghai 200030 Professor，Dept. of Architecture and Ocean Engineering，Shanghai Jiao Tong University，Shanghai 200030 |
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| 摘 要： | - A modified space beam element is presented in this paper to consider the local joint flexibility of T, Y tubular joints subjected to axial forces and in- plane bending moments for analysis of platforms. Two numerical examples are shown to verify the efficiency and validity of the method presented here.
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Structural Analysis of Platforms with the Effect of Joint Flexibility |
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| Mu Yang Zhang Shengkun Assistant,Dept. of Architecture and Ocean Engineering,Shanghai Jiao Tong University,Shanghai Professor,Dept. of Architecture and Ocean Engineering,Shanghai Jiao Tong University,Shanghai. Structural Analysis of Platforms with the Effect of Joint Flexibility[J]. China Ocean Engineering, 1993, 0(3) |
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| Authors: | Mu Yang Zhang Shengkun Assistant Dept. of Architecture Ocean Engineering Shanghai Jiao Tong University Shanghai Professor Dept. of Architecture Ocean Engineering Shanghai Jiao Tong University Shanghai |
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| Affiliation: | Mu Yang Zhang Shengkun Assistant,Dept. of Architecture and Ocean Engineering,Shanghai Jiao Tong University,Shanghai 200030 Professor,Dept. of Architecture and Ocean Engineering,Shanghai Jiao Tong University,Shanghai 200030 |
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| Abstract: | - A modified space beam element is presented in this paper to consider the local joint flexibility of T, Y tubular joints subjected to axial forces and in- plane bending moments for analysis of platforms. Two numerical examples are shown to verify the efficiency and validity of the method presented here. |
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| Keywords: | tubular joint flexibility elastic-fixed node modified space beam element flexibility coefficient Fessler empirical formulation |
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