近期论文
查看导师新发文章
(温馨提示:请注意重名现象,建议点开原文通过作者单位确认)
[1]Wu B. S., Yang S. T., Li Z. G., Zheng S.P., A combined method for computing frequency responses of proportionally damped systems, Mechanical Systems and Signal Processing, 2015, 60-61: 535–546. (SCI,EI)
[2]Liu H. F., Wu B. S., Li Z. G., The Preconditioned Conjugate Gradient Method for Static Reanalysis with Modifications of Supports, Journal of Engineering Mechanics-ASCE, 2015, 141(2):04014111. (SCI,EI)
[3]Zheng S.P., Wu B.S., Li Z.G., Vibration reanalysis based on block combined approximations with shifting, Computers and Structures, 2015, 149:72-80. (SCI,EI)
[4]Wu B. S., Yang S. T., Li Z. G., Zheng S.P., A preconditioned conjugate gradient method for computing eigenvector derivatives with distinct and repeated eigenvalues, Mechanical Systems and Signal Processing, 2015, 50-51: 249-259 (SCI,EI)
[5]Liu H. F., Wu B. S., Li Z. G., Zheng S.P., Structural static reanalysis for modification of supports, Structural and Multidisciplinary Optimization, 2014, 50(3): 425-435 (SCI,EI)
[6]Liu, H. F.; Wu B. S.; Li, Z. G., Method of Updating the Cholesky Factorization for Structural Reanalysis with Added Degrees of Freedom, Journal of Engineering Mechanics-ASCE, 2014, 140(2): 384-392 (SCI,EI)
[7]Wu B. S.,Yu Y. P., Li Z. G., Xu Z. H., An analytical approximation method for predicting static responses of electrostatically actuated microbeams, International Journal of Non-Linear Mechanics, 2013, 54: 99-104 (SCI,EI)
[8]Liu H. F., Wu B. S., Li Z. G., An efficient approach to structural static reanalysis with added support constraints, Structural Engineering and Mechanics, 2012, 43( 3), 273-285 (SCI,EI)
[9]Li J., Li Z. G., Zhong H. X., B. S. Wu, Structural damage detection using generalized flexibility matrix and changes in natural frequencies, AIAA Journal, 2012, 50(5), 1072-1078 (SCI,EI)
[10]Liu H. F., Wu B. S., Lim C. W., Li Z. G., An approach for structural static reanalysis with unchanged number of degrees of freedom, Structural and Multidisciplinary Optimization, 2012, 45(5), 681-192 (SCI,EI)
[11]Wu B. S, Sun W. P., Li Z. G., Li Z. H., Circular whirling and stability due to unbalanced magnetic pull and eccentric force, Journal of Sound and Vibration, 2011, 330(21): 4949-4954. (SCI,EI)
[12]Ma Y.; Zhang Y. Y.; Wu, B. S.; Sun W. P.; Li, Z. G; Sun J. Q., Polyelectrolyte Multilayer Films for Building Energetic Walking Devices, Angewandte Chemie-International Edition, 2011, 50(28): 6254-6257 (SCI)
[13]Liu H. F., Wu B. S., Li Z. G., A simple iteration method for structural static reanalysis, Canadian Journal of Civil Engineering,2009, 36(9): 1535-1538. (SCI,EI)
[14]Wu B.S., Xu Z.H., Li Z.G., A note on imposing displacement boundary conditions in finite element analysis, Communications in Numerical Methods in Engineering, 2008, 24(9), 777-784. (SCI,EI)
[15]Li Z.G., Lim C.W., Wu B.S., A comparison of several reanalysis methods for structural layout modifications with added degrees of freedom, Structural and Multidisciplinary Optimization, 2008, 36(4), 403-410. (SCI,EI)
[16]Li Z. G., Wu B. S., A preconditioned conjugate gradient approach to structural reanalysis for general layout modifications, International Journal for Numerical Methods in Engineering, 2007, 70 (5), 505-522. (SCI,EI)
[17]Wu B.S., Xu Z.H., Li Z.G., Improved Nelson’s method for computing eigenvector derivatives with distinct and repeated eigenvalues, AIAA Journal,2007, 45(4), 950-952. (SCI,EI)
[18]Wu B.S., Yu Y.P., Li Z.G., Analytical approximations to large post-buckling deformation of elastic rings under uniform hydrostatic pressure, International Journal of Mechanical Sciences, 2007, 49, 661-668. (SCI,EI)
[19]Wu B.S., Xu Z.H., Li Z.G., A note on computing eigenvector derivatives with distinct and repeated eigenvalues, Communications in Numerical Methods in Engineering,2007, 23 (3), 241-251. (SCI,EI)
[20]Wu B.S., Li Z.G., Static reanalysis of structures with added degrees of freedom, Communications in Numerical Methods in Engineering, 2006, 22(4), 269–281. (SCI,EI)
[21]Wu B.S., Li Z.G., Reanalysis of structural modifications due to removal of degrees of freedom, Acta Mechanica, 2005, 180(1-4), 61-71. (SCI,EI)
[22]Wu B. S., Lim C. W., Li Z. G., A finite element algorithm for reanalysis of structures with added degrees of freedom, Finite Elements in Analysis and Design, 2004, 40 (13/14), 1791–1801. (SCI,EI)
[23]Wu B. S., Li Z. G., Li S. H. (2003): The implementation of a vector-valued rational approximate method in structural reanalysis problems, Computer Methods in Applied Mechanics and Engineering 192(13/14),1773-1784. (SCI,EI)
[24]Wu B. S., Li Z. G., Approximate reanalysis for modifications of structural layout, Engineering Structures, 2001, 23(12), 1590-1596. (SCI,EI)