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Boundary element method for solving elastic buckling problems of assembled plate structures.

机译：求解组装板结构弹性屈曲问题的边界元件。

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Masataka TANAKA; Kenichi MIYAZAKI;
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年度 1987
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1. Boundary integral equations and the boundary element method for buckling analysis of perforated plates [J] . Cheng Chang-jun, Wang Rong Engineering analysis with boundary elements . 1996,第1期

机译：多孔板屈曲分析的边界积分方程和边界元方法
2. Free vibration and buckling analysis of thin plates subjected to high gradients stresses using the combination of finite strip and boundary element methods [J] . Najarzadeh L., Movahedian B., Azhari M. Thin-Walled Structures . 2018,第FEBa期

机译：有限条和边界元法相结合的薄板在高梯度应力作用下的自由振动和屈曲分析
3. Elastic local buckling strength and maximum strength of cold‐formed steel members with different plate widths on adjacent plate elements [J] . Tomoki Kobashi, Kikuo Ikarashi, Nobutaka Shimizu Japan Architectural Review . 2019,第4期

机译：相邻板单元上不同板宽的冷弯型钢构件的弹性局部屈曲强度和最大强度
4. A Boundary Element Method Based Meshless Method for Buckling Analysis of Elastic Plates [C] . B. Chinnaboon, S. Chucheepsakul, J. T. Katsikadelis International Conference on Computational Structures Technology . 2006

机译：基于边界元法的弹性板屈曲分析的啮合方法
5. SCATTERING OF WAVES BY INCLUSIONS IN A NONHOMOGENEOUS ELASTIC HALF SPACE SOLVED BY BOUNDARY ELEMENT METHODS. [D] . HADLEY, PETER K. 1987

机译：通过边界元素方法求解的非均匀弹性半空间中的夹杂波散射。
6. Buckling of thin skew isotropic plate resting on Pasternak elastic foundation using extended Kantorovich method [O] . Ahmed Hassan Ahmed Hassan, Naci Kurgan 2020

机译：使用扩展kantorovich方法对Pasternak Elastic Foundation依赖于Pasternak弹性基础的薄歪斜等级板屈曲
7. ELASTIC LOCAL BUCKLING STRENGTH AND MAXIMUM STRENGTH OF COLD FORMED STEEL MEMBERS WITH DIFFERENT PLATE WIDTH ON ADJACENT PLATE ELEMENTS [O] . Tomoki KOBASHI, Kikuo IKARASHI, Nobutaka SHIMIZU 2018

机译：具有不同板材宽度在相邻板元件上的具有不同板宽的冷形成钢构件的弹性局部屈曲强度和最大强度
8. Scattering of Waves by Inclusions in a Nonhomogeneous Elastic Half Space Solved by Boundary Element Methods [R] . Hadley, P. K., Askar, A., Cakmak, A. S. 1989

机译：用边界元法求解非齐次弹性半空间中包含的波散射

Boundary element method for solving elastic buckling problems of assembled plate structures.

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