Xin Wei Wang
Orcid: 0000-0003-2825-3336Affiliations:
- Nanjing University of Aeronautics and Astronautics, China
- University of Oklahoma, School of Aerospace, Norman, OK, USA
According to our database1,
Xin Wei Wang
authored at least 18 papers
between 2008 and 2023.
Collaborative distances:
Collaborative distances:
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Bibliography
2023
2021
A rotation-free quadrature element formulation for free vibration analysis of thin sectorial plates with arbitrary boundary supports.
Comput. Math. Appl., 2021
Appl. Math. Lett., 2021
2020
2019
Appl. Math. Lett., 2019
An efficient technique for simultaneous local and overall buckling analysis of stiffened panels.
Adv. Eng. Softw., 2019
2018
Three-dimensional vibration analysis of curved and twisted beams with irregular shapes of cross-sections by sub-parametric quadrature element method.
Comput. Math. Appl., 2018
Novel differential quadrature element method for vibration analysis of hybrid nonlocal Euler-Bernoulli beams.
Appl. Math. Lett., 2018
2015
Weak form quadrature element method for accurate free vibration analysis of thin skew plates.
Comput. Math. Appl., 2015
2014
Appl. Math. Lett., 2014
Discrete singular convolution element method for static, buckling and free vibration analysis of beam structures.
Appl. Math. Comput., 2014
2013
Differential quadrature analysis of free vibration of rhombic plates with free edges.
Appl. Math. Comput., 2013
Free vibration analysis of multiple-stepped beams by the differential quadrature element method.
Appl. Math. Comput., 2013
Free vibration analysis of multiple-stepped beams by the discrete singular convolution.
Appl. Math. Comput., 2013
2011
Elastoplastic buckling analysis of thick rectangular plates by using the differential quadrature method.
Comput. Math. Appl., 2011
Buckling and post-buckling analysis of extensible beam-columns by using the differential quadrature method.
Comput. Math. Appl., 2011
Free vibration analyses of Timoshenko beams with free edges by using the discrete singular convolution.
Adv. Eng. Softw., 2011
2008
Differential quadrature analysis of the buckling of thin rectangular plates with cosine-distributed compressive loads on two opposite sides.
Adv. Eng. Softw., 2008