1) Vector Recognition
载体识别
2) Chiral ionophore
手性识别载体
3) load identification
载荷识别
1.
Dynamic load identification on launch vehicle;
运载火箭动态载荷识别研究
2.
A frequency method for two-dimensional distributed load identification;
二维分布动载荷识别的频域方法
3.
Application of precise time-integration method forload identification;
精细时程积分在载荷识别中的应用
4) load identification
荷载识别
1.
Research on the Method of Load Identification for Concrete Bridge Based on Neural Network;
基于神经网络的混凝土桥梁荷载识别方法研究
2.
Precision analysis for dynamic moving load identification of bridge structure based on precise integration method;
基于精细积分的桥梁移动荷载识别精度分析
3.
A dynamic load identification method of guyed mast in time domain based on modal analysis was analyzed.
运用基于模态分析法的动态荷载时域识别方法,在桅杆结构简化计算模型的基础上进行了作用在桅杆结构上的动态荷载识别的研究,同时利用在模拟风荷载下桅杆结构简化模型节点层的风振响应识别了作用在结构上的脉动风荷载。
5) force identification
载荷识别
1.
Based on the conception of the discrete modal filter, a force identification model is proposed to emend the classical modal model method.
基于模态滤波器概念提出了对载荷识别模态模型法的原理性校正方案 ,构造了动载荷识别的离散模态滤波器模型。
2.
The dynamic force identification is carried out based on the data obtained in the test.
本文设计了一套靶场实验测试系统，利用碰前接电技术，成功地测得了在着靶时的恶劣条件下，弹引系统内部关键点的振动加速度响应，为用载荷识别方法求解弹丸侵彻阻力奠定了基础。
3.
A state space force identification method was presented to accurately solve the inverse problem of dynamic force identification by measuring the structural responses.
提出了一种新的动态载荷识别的时域法,通过精细计算法建立精确的动态载荷识别问题反演模型,对该反演问题对应的结构矩阵进行奇异值分解,剖析了动态载荷识别病态问题的本质,并引入正则化技术寻求一稳定近似解;最后将提出的方法成功应用于平面框架结构的动态载荷识别,为动态载荷识别的理论发展和实际应用打下一定的基础。
6) loading identification
载荷识别
1.
Generalized epsilon decomposition method is proposed to deal with the rank deficiency problem of frequency response functions in the computation of loading identification.
采用小量分解法处理载荷识别计算过程中频响函数矩阵秩缺的问题 ,推导出了广义小量分解法及进行误差分析和小量选取的乘积误差项。
2.
The research on the loading identification of complicated coupled structures in high frequency domain is an issue which is needed to be studied further.
对于高频域复杂耦合结构的载荷识别是载荷识别领域需深入研究的一个课题。
3.
The method was successfully applied to the loading identification of two structures with different damping ratios: a uniform steel cantilever beam and a plastic glass cantilever beam.
采用逆虚拟激励法进行载荷识别,分别在阻尼比不同的钢和有机玻璃悬臂梁上进行了多次随机激励下的载荷识别试验。
补充资料：连续性与非连续性(见间断性与不间断性)
连续性与非连续性(见间断性与不间断性)
continuity and discontinuity
11an父ux泊g四f“山。麻以角g、.连续性与非连续性(c。nt，n琳t:nuity一)_见间断性与不间断性。and diseo红ti-
说明：补充资料仅用于学习参考，请勿用于其它任何用途。
参考词条