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ORCIDXin Wei Wang 0004
Person information
- affiliation: Nanjing University of Aeronautics and Astronautics, China
- affiliation: University of Oklahoma, School of Aerospace, Norman, OK, USA
Other persons with the same name
- Xinwei Wang (aka: Xin Wei Wang) — disambiguation page
- Xin Wei Wang 0001
![[0000-0001-9735-606X]](https://dblp.dagstuhl.de/img/orcid-mark.12x12.png "0000-0001-9735-606X")
(aka: Xinwei Wang 0001) — National Cancer Institute, National Institutes of Health, Bethesda, MD, USA - Xin Wei Wang 0002 (aka: Xinwei Wang 0002) — University of Auckland
- Xin Wei Wang 0003 (aka: Xinwei Wang 0003) — University of Bremen, Germany
- Xinwei Wang 0005 — Nanjing University of Posts and Telecommunications, College of Automation, China
- Xinwei Wang 0006 — Delft University of Technology, The Netherlands (and 2 more)
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2020 – today
- 2023
[j18]Jian Deng, Guangming Zhou, Xin Wei Wang:
On the improvement of four-node plane stress element. Appl. Math. Lett. 136: 108453 (2023)- 2021
- [j17]Deng'an Cai, Guangming Zhou, Xinwei Wang:
On mapping irregular plates without four corners into a regular domain. Appl. Math. Lett. 117: 107082 (2021) - [j16]Deng'an Cai, Xinwei Wang, Guangming Zhou:
A rotation-free quadrature element formulation for free vibration analysis of thin sectorial plates with arbitrary boundary supports. Comput. Math. Appl. 99: 84-98 (2021) - 2020
- [j15]Xinwei Wang, Zhangxian Yuan, Chunhua Jin:
A general integration scheme in quadrature element method. Appl. Math. Lett. 105: 106305 (2020)
2010 – 2019
- 2019
- [j14]Jian Deng, Xinwei Wang, Zhangxian Yuan, Guangming Zhou:
An efficient technique for simultaneous local and overall buckling analysis of stiffened panels. Adv. Eng. Softw. 131: 36-47 (2019) - [j13]Xin Wei Wang, Zhangxian Yuan:
Comparison of FDSPM and DSC algorithms for free vibration analysis. Appl. Math. Lett. 95: 7-12 (2019) - 2018
- [j12]Xinwei Wang:
Novel differential quadrature element method for vibration analysis of hybrid nonlocal Euler-Bernoulli beams. Appl. Math. Lett. 77: 94-100 (2018) - [j11]Xin Wei Wang, Zhangxian Yuan:
Three-dimensional vibration analysis of curved and twisted beams with irregular shapes of cross-sections by sub-parametric quadrature element method. Comput. Math. Appl. 76(6): 1486-1499 (2018) - 2015
- [j10]Chunhua Jin, Xinwei Wang:
Weak form quadrature element method for accurate free vibration analysis of thin skew plates. Comput. Math. Appl. 70(8): 2074-2086 (2015) - 2014
- [j9]Xinwei Wang, Guohui Duan:
Discrete singular convolution element method for static, buckling and free vibration analysis of beam structures. Appl. Math. Comput. 234: 36-51 (2014) - [j8]Chunhua Jin, Xinwei Wang, Luyao Ge:
Novel weak form quadrature element method with expanded Chebyshev nodes. Appl. Math. Lett. 34: 51-59 (2014) - 2013
- [j7]Xinwei Wang, Yongliang Wang:
Free vibration analysis of multiple-stepped beams by the differential quadrature element method. Appl. Math. Comput. 219(11): 5802-5810 (2013) - [j6]Guohui Duan, Xinwei Wang:
Free vibration analysis of multiple-stepped beams by the discrete singular convolution. Appl. Math. Comput. 219(24): 11096-11109 (2013) - [j5]Xinwei Wang, Zhe Wu:
Differential quadrature analysis of free vibration of rhombic plates with free edges. Appl. Math. Comput. 225: 171-183 (2013) - 2011
- [j4]Suming Xu, Xinwei Wang:
Free vibration analyses of Timoshenko beams with free edges by using the discrete singular convolution. Adv. Eng. Softw. 42(10): 797-806 (2011) - [j3]Wei Zhang, Xinwei Wang:
Elastoplastic buckling analysis of thick rectangular plates by using the differential quadrature method. Comput. Math. Appl. 61(1): 44-61 (2011) - [j2]Zhangxian Yuan, Xinwei Wang:
Buckling and post-buckling analysis of extensible beam-columns by using the differential quadrature method. Comput. Math. Appl. 62(12): 4499-4513 (2011)
2000 – 2009
- 2008
- [j1]Xinwei Wang, Lifei Gan, Yihui Zhang:
Differential quadrature analysis of the buckling of thin rectangular plates with cosine-distributed compressive loads on two opposite sides. Adv. Eng. Softw. 39(6): 497-504 (2008)
Coauthor Index
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