Shape optimal design of a frequency constrained bridge structure presented as an elastic planar frame

机译：呈弹性平面框架的频率受限桥梁结构的形状优化设计

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An approach to shape optimal design of planar frames subject to eigenfrequency constraints, displacements constraints and stress constraints is described. For the shape representation of the structure, a design element technique is used. A frame structure is treated as to be assembled from several design elements each of them being defined as a Bezier curve. The optimal design problem is defined in a general form and its solution, by employing gradient based methods of mathematical programming, is discussed briefly. The structural response analysis is based on a non-linear model. An example of the planar bridge structure is presented.

机译：描述了一种受到特征频率约束，位移约束和应力约束的平面框架形状优化设计的方法。对于结构的形状表示，使用设计元素技术。框架结构被视为由多个设计元素组装而成，每个设计元素都定义为贝塞尔曲线。以一般形式定义了最佳设计问题，并通过采用基于梯度的数学编程方法简要讨论了其解决方案。结构响应分析基于非线性模型。给出了平面桥结构的一个例子。

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来源
《International Structural Engineering and Construction Conference(ISEC-03); 20050920-23; Shunan(JP)》|2005年|P.1071-1077|共7页
会议地点 Shunan(JP)
作者
D. Dinevski; M.M. Oblak; M. Kegl;
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作者单位

Faculty of Mechanical Engineering, University ofMaribor, Slovenia;

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原文格式 PDF
正文语种 eng
中图分类混凝土结构、钢筋混凝土结构;
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1. Optimal size, shape, and control design in dynamics of planar frame structures under large displacements and rotations [J] . M. Gams, M. Saje, I. Planinc, Engineering Optimization . 2010,第1期

机译：大位移和旋转下平面框架结构动力学的最佳尺寸，形状和控制设计
2. Optimal size, shape, and control design in dynamics of planar frame structures under large displacements and rotations [J] . M. Gams, M. Saje, I. Planinc M. Kegl Engineering Optimization . 2010,第1期

机译：大位移和旋转下平面框架结构动力学的最佳尺寸，形状和控制设计
3. Isogeometric Shape Optimal Design of Elastic Structures under Design-dependent Loads [J] . Seonho Cho, Seung-Hyun Ha, Bonyong Koo, Structural Longevity . 2011,第3期

机译：设计相关载荷下弹性结构的等几何形状优化设计
4. A contribution to the shape optimal design of elastic planar frames with frequency constraints [C] . Dinevski, D. In: AIAA/ASME/ASCE/AHS/ASC Structures, Structural Dynamics, and Materials Conference and Exhibit, 40th, St. Louis, MO, Apr. 12-15, 1999, Collection of Technical Papers. Vol. 3 (A99-24601 05-39), Reston, VA, American Institute of Aeronautics and Astro . 1999

机译：有频率约束的弹性平面框架形状优化设计的贡献
5. I. DELIGHT.STRUCT: A COMPUTER-AIDED DESIGN ENVIRONMENT FOR STRUCTURAL ENGINEERING. II. OPTIMAL DESIGN OF SEISMIC-RESISTANT PLANAR STEEL FRAMES. [D] . BALLING, RICHARD JACK. 1982

机译：I. DELIGHT.STRUCT：结构工程的计算机辅助设计环境。二。平面抗震钢架的优化设计。
6. Two-Stage Design Method for Enhanced Inductive Energy Transmission with Q-Constrained Planar Square Loops [O] . Akaa Agbaeze Eteng, Sharul Kamal Abdul Rahim, Chee Yen Leow, -1

机译：Q约束平面方环增强感应能量传输的两阶段设计方法
7. OPTIMAL SIZE, SHAPE AND CONTROL DESIGN IN DYNAMICS OF PLANAR FRAME STRUCTURES UNDER LARGE DISPLACEMENTS AND ROTATIONS [O] . Gams, Matija, Saje, Miran, Planinc, Igor, 2009

机译：大位移和旋转下平面框架结构动力学的最佳尺寸，形状和控制设计
8. Study of a Method of Feasible Directions for Optimal Elastic Design of Framed Structures Subjected to Earthquake Loading, [R] . walker, n. d. pister, k. s. 1976

机译：地震荷载作用下框架结构优化弹性设计可行方向的研究，

Shape optimal design of a frequency constrained bridge structure presented as an elastic planar frame

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