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Deflections and Bending Moments of a Rectangular Wall of Variable Thickness with Three Edges Built In and the Forth Edge Free

机译：具有三个内边且前边无边的可变厚度矩形墙的挠度和弯矩

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OZAKI Eiji;
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年度 1970
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正文语种 en
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1. THE SOLUTION TO THE PROBLEM OF DEFLECTIONS OF A RECTANGULAR THIN ISOTROPIC PLATE WITH ALL BUILT-IN EDGES IN THE EQUATIONS FOR THE BENDING MOMENTS [J] . J.F. Yaremchuk TsAGI science journal . 2017,第7期

机译：弯矩方程中带全包边的矩形薄矩形各向同性板挠度问题的解决
2. UNIFORMLY VALID ASYMPTOTIC SOLUTIONS OF THE NONLINEAR UNSYMMETRICAL BENDING FOR ORTHOTROPIC RECTANGULAR THIN PLATE OF FOUR CLAMPED EDGES WITH VARIABLE THICKNESS [J] . 黄家寅应用数学和力学（英文版） . 2004,第007期

机译：具有可变厚度的四个夹紧边的正交矩形矩形薄板的非线性非对称弯曲的一致有效渐近解
3. Thermal Bend of Concrete Rectangular Thin Plate: Two Adjacent Clamped Edges, One Simply Supported Edge, One Free Edge [J] . Cheng Xuansheng, Gong Lijun, Fu Xuedong Arabian Journal for Science and Engineering . 2018,第10期

机译：混凝土矩形薄板的热折弯：两个相邻的夹紧边，一个简单支撑的边，一个自由边
4. The Principle of Minimal Potential Energy of Mixed Variables to Solve the Bending of Rectangular Plate with Two adjacent edges fixed the other two adjacent edges free under uniform load [C] . Liu Xin-min, Zhang Ge, Wang Lu-liang, International Conference on Energy and Environmental Protection . 2017

机译：混合变量最小势能的原理，以解决具有两个相邻边缘的矩形板的弯曲固定在均匀负载下的其他两个相邻的边缘
5. A COMPARISON OF THE BENDING MOMENTS, SHEARS AND DEFLECTIONS FOR SUSPENSION BRIDGES WITH CONTINUOUS AND TWO-HINGED STIFFENING TRUSSES. [D] . NALLAKRISHNAN, GOVINDAPPA. 1958

机译：带有连续和两个铰接加筋桁架的悬索桥的弯矩，剪力和挠度的比较。
6. All twist and no bend makes raft edges splay: Spontaneous curvature of domain edges in colloidal membranes [O] . Joia M. Miller, Doug Hall, Joanna Robaszewski, 2020

机译：所有扭曲没有弯曲使RAFT边缘SPLAY：胶体膜中的域边缘的自发曲率
7. The Principle of Minimal Potential Energy of Mixed Variables to Solve the Bending of Rectangular Plate with Two adjacent edges fixed the other two adjacent edges free under uniform load [O] . Xinmin Liu, Ge Zhang, Luliang Wang, 2017

机译：混合变量最小势能的原理，以解决具有两个相邻边缘的矩形板的弯曲固定在均匀负载下的其他两个相邻的边缘
8. ANALYSIS OF BENDING OF A SECTOR PLATE OF VARIABLE THICKNESS, CLAMPED ALONG A PORTION OF ITS ARCUATE EDGE, UTILIZING A HIGH-SPEED COMPUTER, [R] . kantor, b. ya. filippov, a. p. 1970

机译：利用高速计算机分析沿弧形边缘部分夹紧的可变厚度扇形板的弯曲度，

Deflections and Bending Moments of a Rectangular Wall of Variable Thickness with Three Edges Built In and the Forth Edge Free

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