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  • About
  • The Global ETD Search service is a free service for researchers to find electronic theses and dissertations. This service is provided by the Networked Digital Library of Theses and Dissertations.
    Our metadata is collected from universities around the world. If you manage a university/consortium/country archive and want to be added, details can be found on the NDLTD website.
321

Symplectic analysis of flexible structures by finite elements

毛生根, Mao, Shenggen. January 1996 (has links)
published_or_final_version / Civil and Structural Engineering / Doctoral / Doctor of Philosophy
322

Time domain boundary element method & its applications

雷哲翔, Lei, Zhexiang. January 1993 (has links)
published_or_final_version / Civil and Structural Engineering / Doctoral / Doctor of Philosophy
323

Nonlinear vibration analysis of multilayer sandwich structure by incremental finite elements

Iu, Vai-pan, 姚偉彬 January 1985 (has links)
published_or_final_version / Civil Engineering / Doctoral / Doctor of Philosophy
324

Refined non-conforming linear and nonlinear finte [sic] element analysis

Zhang, Yixia, 張義霞 January 2001 (has links)
published_or_final_version / Civil Engineering / Doctoral / Doctor of Philosophy
325

Constitutive modeling of reinforced concrete for nonlinear finite element analysis

賀小崗, He, Xiaogang. January 1999 (has links)
published_or_final_version / Civil Engineering / Doctoral / Doctor of Philosophy
326

Trefftz boundary and polygonal finite element methods for piezoelectric and ferroelectric analyses

Sheng, Ni., 盛妮. January 2005 (has links)
published_or_final_version / abstract / Mechanical Engineering / Doctoral / Doctor of Philosophy
327

Post-crack and post-peak behavior of reinforced concrete members by nonlinear finite element analysis

Wu, Yi, 吳奕 January 2006 (has links)
published_or_final_version / abstract / Civil Engineering / Doctoral / Doctor of Philosophy
328

Formulation of multifield finite element models for Helmholtzproblems

Liu, Guanhui., 刘冠辉. January 2010 (has links)
published_or_final_version / Mechanical Engineering / Doctoral / Doctor of Philosophy
329

A new wave in engineering education: understanding the beat of active learning through innovative tutorial assessment

Kaufman, Kristen Kay 13 August 2010 (has links)
Recent efforts in engineering education research have set in motion reform advocating more active learning in the classroom. Active learning centers on the student and consists of pedagogical approaches to address the broad spectrum of educational backgrounds and demographics. In order to further the research focused on active learning products, appropriate and innovative assessment methods must be developed. For this thesis, innovative active learning modules are the focus of the analysis. In total, 12 Finite Element tutorials are designed and assessed using both statistical analysis and confidence interval correlations. Fundamental and informative assessment strategies have been developed to iteratively improve active learning approaches. Results of this process show that the finite element tutorials lead to enhanced student learning that can span across student demographics. Certain cases do exist where unique learning styles or personality types respond more positively to this pedagogical technique than others. Global outcomes are presented to assess these tutorials cumulatively, as active learning products. Finally, the assessment methodology is redesigned into a useful toolkit for educators to follow in furthering efforts of integrating active learning into any engineering classroom. / text
330

Modeling three-dimensional acoustic propagation in underwater waveguides using the longitudinally invariant finite element method

Goldsberry, Benjamin Michael 07 October 2014 (has links)
Three-dimensional acoustic propagation in shallow water waveguides is studied using the longitudinally invariant finite element method. This technique is appropriate for environments with lateral variations that occur in only one dimension. In this method, a transform is applied to the three-dimensional Helmholtz equation to remove the range-independent dimension. The finite element method is employed to solve the transformed Helmholtz equation for each out-of-plane wavenumber. Finally, the inverse transform is used to transform the pressure field back to three-dimensional spatial coordinates. Due to the oscillatory nature of the inverse transform, two integration techniques are developed. The first is a Riemann sum combined with a wavenumber sampling method that efficiently captures the essential components of the integrand. The other is a modified adaptive Clenshaw-Curtis quadrature. Three-dimensional transmission loss is computed for a Pekeris waveguide, underwater wedge, and Gaussian canyon. For each waveguide, the two integration schemes are compared in terms of accuracy and efficiency. / text

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