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支座移动时超静定结构内力计算的进一步讨论 被引量:2
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作者 任世贤 《扬州工业职业技术学院论丛》 2006年第1期72-75,共4页
支座移动作用下超静定结构的内力计算,无论是采用力法还是采用位移法,都可用"典型方程"来计算,使计算具有一般性和规律性。本文讨论了典型方程中自由项系数的意义及其确定。
关键词 典型方程 自由项系数 支座移动
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A Higher Order BEM for Wave-Current Action on Structures—Direct Computation of Free-Term Coefficient and CPV Integrals 被引量:9
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作者 滕斌 勾莹 宁德志 《China Ocean Engineering》 SCIE EI 2006年第3期395-410,共16页
A higher order boundary dement method (HOBEM) is implemented for wave-current action on structures. The freeterm coefficient and Cauchy principal value ( GPV) integrals are computed by direct methods. Numerical ex... A higher order boundary dement method (HOBEM) is implemented for wave-current action on structures. The freeterm coefficient and Cauchy principal value ( GPV) integrals are computed by direct methods. Numerical experiments are carried out to validate the computation of free-term coefficient and GPV integrals. The results show that the computation precision of free-term coefficient is very high for various bodies, even with edges and corners, and the convergence speed is fast for CPV integrals for different meshes. The comparison of the second order mean drift force due to wave-current action on a uniform cylinder is made with an analytic solution. It is found that good agreement exists between the present calculation and the analytic solutions. Finally, the numerical code is applied for computing wave-current action on Snorrc TLP. 展开更多
关键词 wave-current action boundary dement method singular imegral free-term coefficient
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