首页> 外文OA文献 >Erratum to: Generalized incremental frequency method for topological design of continuum structures for minimum dynamic compliance subject to forced vibration at a prescribed low or high value of the excitation frequency (Struct Multidisc Optim, (2016), 10.1007/s00158-016-1574-3)

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Erratum to: Generalized incremental frequency method for topological design of continuum structures for minimum dynamic compliance subject to forced vibration at a prescribed low or high value of the excitation frequency (Struct Multidisc Optim, (2016), 10.1007/s00158-016-1574-3)

机译：勘误：用于连续体结构拓扑设计的广义增量频率法，用于在激励频率的规定低值或高值下受到强制振动的最小动态柔度（struct multidisc Optim，（2016），10.1007 / s00158-016-1574-3 ）

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Olhoff Niels; Du Jianbin;
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年度 2016
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1. Generalized incremental frequency method for topological design of continuum structures for minimum dynamic compliance subject to forced vibration at a prescribed low or high value of the excitation frequency (vol 54, pg 1113, 2016) [J] . Olhoff Niels, Du Jianbin Structural and multidisciplinary optimization . 2016,第5期

机译：通用增量频率方法，用于连续结构的拓扑设计，以最小的动态顺应性在规定的激励频率的低值或高值下经受强制振动（第54卷，第1113页，2016年）
2. Generalized incremental frequency method for topological designof continuum structures for minimum dynamic compliance subject to forced vibration at a prescribed low or high value of the excitation frequency [J] . Olhoff Niels, Du Jianbin Structural and multidisciplinary optimization . 2016,第5期

机译：在规定的激励频率的低值或高值下，在受到强迫振动的情况下，最小化动态柔度的连续结构的拓扑设计的通用增量频率方法
3. Minimum‐weight design of high‐rise structures subjected to flexural vibration at a desired natural frequency [J] . Alavi Arsalan, Rahgozar Peyman, Rahgozar Reza The structural design of tall buildings . 2018,第15期

机译：在期望的固有频率下承受弯曲振动的高层结构的最小重量设计
4. Generalized incremental frequency method for topological design of continuum structures for minimum dynamic compliance subject to forced vibration at a prescribed low or high value of the excitation frequency [O] . Olhoff, Niels, Du, Jianbin 2016

机译：连续体结构拓扑设计的广义增量频率法，用于在规定的低或高激励频率值下受到强迫振动的最小动态柔度

Erratum to: Generalized incremental frequency method for topological design of continuum structures for minimum dynamic compliance subject to forced vibration at a prescribed low or high value of the excitation frequency (Struct Multidisc Optim, (2016), 10.1007/s00158-016-1574-3)

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