Global ETD Search

31	Causal equivalence of frames Henderson, Troy Lee, IV 30 October 2006 (has links) Frames have recently become popular in the area of applied mathematics known as digital signal processing. Frames offer a level of redundancy that bases do not provide. In a sub-area of signal processing known as data recovery, redundancy has become increasingly useful; therefore, so have frames. Just as orthonormal bases are desirable for numerical computations, Parseval frames provide similar properties as orthonormal bases while maintaining a desired level of redundancy. This dissertation will begin with a basic background on frames and will proceed to encapsulate my research as partial fulfillment of the requirements for the Ph.D. degree in Mathematics at Texas A&M University. More specifically, in this dissertation we investigate an apparently new concept we term causal equivalence of frames and techniques for transforming frames into Parseval frames in a way that generalizes the Classical Gram- Schmidt process for bases. Finally, we will compare and contrast these techniques. Frames Bases Gram-Schmidt
32	Frame stability considering member interaction and compatibility of warping deformations MacPhedran, Ian James. January 2009 (has links) Thesis (Ph. D.)--University of Alberta, 2009. / Title from PDF file main screen (viewed on Nov. 27, 2009). "A thesis submitted to the Faculty of Graduate Studies and Research in partial fulfillment of the requirements for the degree of Doctor of Philosophy in Structural Engineering, Department of Civil and Environmental Engineering, University of Alberta." Includes bibliographical references.
33	Nonlinear dynamic analysis and strcutural identification of frames Yan, Zhihao, January 2009 (has links) Thesis (Ph. D.)--University of Hong Kong, 2010. / Includes bibliographical references (p. 173-185). Also available in print. Structural frames. Structural dynamics.
34	Dynamic progressive collapse of frame structures Kaewkulchai, Griengsak, Williamson, Eric B. January 2003 (has links) Thesis (Ph. D.)--University of Texas at Austin, 2003. / Supervisor: Eric B. Williamson. Vita. Includes bibliographical references. Also available from UMI. Structural frames Structural failures.
35	Analysis of indeterminate frames by method of influence moments. Chen, Loh-kwan, January 1963 (has links) Thesis (Ph. D. Eng.)--University of Hong Kong. / References: 1 [106-114]. Shelved with HKU publications. Mimeographed copy. Structural frames. Strains and stresses.
36	Frame action in the design of multi-storey building under lateral loads / Mok, Yee-chor. January 1965 (has links) Thesis--M. Sc. (Eng.), University of Hong Kong. / Mimeographed. Structural frames. Strains and stresses.
37	Elastic analysis of coupled shear-walls subject to lateral loads / Wai, Kee-yiu. January 1966 (has links) Thesis--M. Sc.(Eng.), University of Hong Kong. / Charts in pocket. Mimeographed. Elasticity. Structural frames.
38	Behaviour under lateral loading of rectangular framed structures stiffened with shear walls. Ko, Jan-ming. January 1969 (has links) Thesis--Ph. D., University of Hong Kong. / Mimeographed. Structural frames. Shear (Mechanics)
39	Analysis of multi-storey framed structures under lateral dynamic loads. Chan, Chee-kin, Paul. January 1970 (has links) Thesis--M. Sc.(Eng.), University of Hong Kong. / Mimeographed. Structural frames. Structural dynamics.
40	The response of a framed structure : with respect to its dynamic characteristics. Ho, Jun-bong, Eddie. January 1970 (has links) Thesis--M. Sc.(Eng.), University of Hong Kong. / Mimeographed. Structural frames. Structural dynamics.

Search results