Geometric nonlinearity stability analysis of hybrid arch type aqueduct support structure

机译：混合拱形渡槽支护结构的几何非线性稳定性分析

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The paper choose Yellow River Diversion Water Pumping Irrigation Engineering for Yuncheng as background. Discuss Stability Analysis of hybrid arch type aqueduct support structure, and adopt finite element program "MIDAS" to study geometric nonlinearity of structure, analyze and compare the force and deformation of the main node. The results show that (he factors of force and deformation can't be ignored.

机译：本文以运城黄河引水灌溉工程为背景。讨论混合拱形渡槽支护结构的稳定性分析，并采用有限元程序“ MIDAS”研究结构的几何非线性，分析并比较主节点的力和变形。结果表明（不可忽略力和变形的因素。

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《International conference on electric technology and civil engineering》|2012年|3212-3214|共3页
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Kai Sun; Honggang Lei;
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中图分类电动机（总论）;建筑科学;
关键词
Hybrid arch type aqueduct support structure; stability; geometric nonlinearity;

机译：混合拱形渡槽支护结构;稳定性;几何非线性;

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2. An efficient hybrid / mixed element for geometrically nonlinear analysis of plate and shell structures [J] . M. Duan Computational Mechanics . 2004,第1期

机译：用于板壳结构几何非线性分析的高效混合/混合元素
3. Geometrically nonlinear analysis of layerwise anisotropic shell structures by hybrid strain based lower order elements [J] . C.W.S.To, M.L.Liu Finite Elements in Analysis and Design . 2001,第1期

机译：基于混合应变的低阶单元对层状各向异性壳结构的几何非线性分析
4. Geometric nonlinearity stability analysis of hybrid arch type aqueduct support structure [C] . Kai Sun, Honggang Lei International conference on electric technology and civil engineering . 2012

机译：混合拱型渡槽支撑结构的几何非线性稳定性分析
5. Nonlinear stability analysis of frame-type structures with random geometric imperfections using a total-Lagrangian finite element formulation. [D] . Warren, Jerry Earl, Jr. 1997

机译：使用总拉格朗日有限元公式，对具有随机几何缺陷的框架型结构进行非线性稳定性分析。
6. Retracted: Analysis of Pull-In Instability of Geometrically Nonlinear Microbeam Using Radial Basis Artificial Neural Network Based on Couple Stress Theory [O] . Computational Intelligence and Neuroscience 2018

机译：缩回：基于耦合应力理论的径向基人工神经网络分析几何非线性微梁的拉入不稳定性
7. Reduced linear fractional representation of nonlinear systems for stability analysis ⁎ ⁎The research was partially supported by the grant K115694 of the National Research, Development and Innovation Office - NKFIH. The project has also been supported by the European Union, co-financed by the European Social Fund through the grant EFOP-3.6.3-VEKOP-16-2017-00002. The research leading to the results presented in the paper was supported (also) by the János Bolyai Research Scholarship of the Hungarian Academy of Sciences. [O] . Péter Polcz, Tamás Péni, Gábor Szederkényi 2018

机译：减少稳定性分析非线性系统的线性分数表示⁎⁎的研究被国家研究，开发和创新办公室的Grant K115694部分地支持 - NKFIH。该项目还得到了欧洲联盟的支持，通过欧洲社会基金通过Grant EFOP-3.6.3-Vekop-16-2017-00002共同资助。通过匈牙利科学院的JánosBolyai研究奖学金得到支持（也）支持本文提出的结果的研究。

Geometric nonlinearity stability analysis of hybrid arch type aqueduct support structure

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