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| 1 | Dynamic finite element model updating of prestressed concrete continuous box-girder bridge显示文摘动态有限元素模型(女性) 一座对的具体连续盒子系结桥,把 Tongyang 称为运河桥牌,用一个真实代码的加速的基因算法(RAGA ) 基于周围的颤动测试的结果(AVT ) 被造并且更新。客观功能基于自然频率和形式的保证标准(MAC ) 度量标准被定义评估更新女性。二个客观函数被定义充分说明在 AVT 结果和更新的女性的预言之间的自然频率和 MAC 的相对错误和标准差。动态地更新了桥罐头女性更好代表它的结构的动力学并且在长期的健康在桥的服务生活上监视,条件评价和损坏鉴定用作一条基线。 | Lin Xiankun Zhang Lingmi Guo Qintao Zhang Yufeng | 2009 | Earthquake Engineering and Engineering Vibration2009，8，3： | 6 |
| 2 | Overexpression of Annexin A2 Is Associated with Abnormal Ubiquitination in Breast Cancer显示文摘Abnormal expression of annexin A2 contributes to metastasis and infiltration of cancer cells.To elucidate the cause of abnormal expression of annexin A2,Western blotting,immunoproteomics and immunohistochemical staining were performed to analyze differentially ubiquitinated proteins between fresh breast cancer tissue and its adjacent normal breast tissue from five female volunteers.We detected an ubiquitinated protein that was up-regulated in the cancer tissue,which was further identified as annexin A2 by mass spectrometry.These results suggest that abnormal ubiquitination and/or degradation of annexin A2 may lead to presence of annexin A2 at high level,which may further promote metastasis and infiltration of the breast cancer cells. | Shishan Deng Baoqian Jing Tianyong Xing Lingmi Hou Zhengwei Yang | 2012 | Genomics, Proteomics & Bioinformatics2012，10，3： | 2 |
| 3 | Modal Identification of Output-only Systems Using Frequency Domain Decomposition 显示文摘 | Rune Brincker Lingmi Zhang Palle Andersen | 2001 | Smart Material Struct2001，10，3： | 1 |
| 4 | Modal identification of output-only systems using frequency domain decomposition显示文摘 | ZHANG LINGMI ANDERSEN PALLE | 2001 | Smart Material and Structures2001，10，3： | 1 |
| 5 | Modal identification ofoutput-only systems using frequency domain 显示文摘 | Rune B ZHANG Lingmi Palle A | 2001 | SmartMaterials and Structures2001，10，： | 1 |
| 6 | A frequency–spatial domain decomposition (FSDD) method for operational modal analysis显示文摘 | Lingmi Zhang Tong Wang Yukio Tamura | 2009 | Mechanical Systems and Signal Processing2009，，5： | 1 |
| 7 | A Fre- quency - spatial Domain Decomposition (FSDD) Method for Operational Modal Analysis 显示文摘 | Zhang Lingmi Wang Tong Tamura Yukio | 2010 | Me chanica[ Systems and Signal Processing2010，24，5： | 1 |
| 8 | A frequency-spatial domain decomposition (FSDD) method for op-erational modal analysis 显示文摘 | Zhang Lingmi Wang Tong Tamura Y | 2010 | Mechanical Systems andSignal Processing2010，24，： | 1 |
| 9 | Identification of mechanical joint parameters with model uncertainty显示文摘 | Guo Qingtao Zhang Lingmi | 2005 | Chinese Journal of Aeronautics2005，18，： | 1 |
| 10 | Modal Identification of Output-only Systems Using Frequency Domain Decomposition 显示文摘 | Rune Brincker Lingmi Zhang Palle Andersen | 2001 | Smart Material and Structures2001，10，3： | 1 |
| 11 | Study of stochastic subspace system identification method显示文摘 | Chen Ailin Zhang Lingmi | | 0，，04： | 1 |
| 12 | Modal identification of output-only systems using frequency domain decomposition 显示文摘 | Lingmi Zhang and Palle Andersen | 2001 | Smart Material and Structures2001，10，3： | 1 |
| 13 | Modal identification of output-only systems using frequency domain decomposition显示文摘 | Rune Brineker Lingmi Zhang Palle Andersen | 2001 | Smart Material and Structures2001，10，3： | 1 |
| 14 | PRINCIPAL COMPONENT DECOMPOSITION BASED FINITE ELEMENT MODEL UPDATING FOR STRAIN-RATE-DEPENDENCE NONLINEAR DYNAMIC PROBLEMS显示文摘Thin wall component is utilized to absorb impact energy of a structure.However,the dynamic behavior of such thin-walled structure is highly non-linear with material,geometry and boundary non-linearity.A model updating and validation procedure is proposed to build accurate finite element model of a frame structure with a non-linear thin-walled component for dynamic analysis.Design of experiments(DOE)and principal component decomposition(PCD)approach are applied to extract dynamic feature from nonlinear impact response for correlation of impact test result and FE model of the non-linear structure.A strain-rate-dependent non-linear model updating method is then developed to build accurate FE model of the structure.Computer simulation and a real frame structure with a highly non-linear thin-walled component are employed to demonstrate the feasibility and effectiveness of the proposed approach. | GUO Qintao ZHANG Lingmi TAO Zheng | 2008 | Chinese Journal of Mechanical Engineering2008，21，5： | 1 |
| 15 | Extraction of real modes and physical matrices from modal testing显示文摘A technique to extract real modes from the identifi ed complex modes is presented in this paper, which enables the normalized real mode shapes, modal masses, and full or reduced mass and stiffness matrices to be obtained. The theoretical derivation of the method is provided in detail. An 11-DOF vibration system is used to validate the algorithm, and to analyze the effects of the number of modes utilized and measurement DOFs on the extraction results. Finally, the method is used to extract real modes from both experimental modal analysis and operational modal analysis. | Wang Tong Zhang Lingmi Tee Kong Fah | 2011 | Earthquake Engineering and Engineering Vibration2011，10，2： | 0 |
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