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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.
41

Seismic performance of concrete beam-slab-column systems constructed with a re-usable sheet metal formwork system /

Perera, Upul. January 2009 (has links)
Thesis (M.Eng.Sc.)--University of Melbourne, Dept. of Civil and Environmental Engineering, 2009. Coursework. / Typescript. Includes bibliographical references.
42

A statistical approach to equivalent linearization with application to performance-based engineering /

Guyader, Andrew C. January 2004 (has links)
Thesis (Ph. D.)--California Institute of Technology, 2003. / "April 2004." Includes bibliographical references. EERL report series available at their website: http://caltecheerl.library.caltech.edu.
43

Structural damage evaluation : theory and applications to earthquake engineering /

Shaikhutdinov, Rustem V. January 2004 (has links)
Thesis (Ph. D.)--California Institute of Technology, 2004. / "April 2004." Includes bibliographical references. EERL report series available at their website: http://caltecheerl.library.caltech.edu.
44

Probabilistic seismic demand analysis for the near-fault zone

Sehhati, Reza. January 2008 (has links) (PDF)
Thesis (Ph. D.)--Washington State University, December 2008. / Title from PDF title page (viewed on Oct. 22, 2009). "Department of Civil & Environmental Engineering." Includes bibliographical references (p. 166-171).
45

Seismic behavior of circular reinforced concrete bridge columns under combined loading including torsion /

Shanmugam, Suriya Prakash. January 1900 (has links) (PDF)
Thesis (Ph.D.)--Missouri University of Science and Technology, 2009. / "December 2009." "UTC R165"--Cover. "Performing organization report no: 00016751"--Technical report documentation p. Includes bibliographical references (p. 304-315). Also available online.
46

Pore pressure generation characteristics of sands and silty sands a strain approach /

Hazirbaba, Kenan, Rathje, Ellen M. January 2005 (has links) (PDF)
Thesis (Ph. D.)--University of Texas at Austin, 2005. / Supervisor: Ellen M. Rathje. Vita. Includes bibliographical references.
47

Seismic evaluation and rehabilitation of low-rise reinforced masonry buildings with flexible diaphragms

Cohen, Gregory L. Klingner, R. E. January 2004 (has links) (PDF)
Thesis (Ph. D.)--University of Texas at Austin, 2004. / Supervisor: Richard E. Klingner. Vita. Includes bibliographical references.
48

Cyclic behavior of shape memory alloys materials characterization and optimization /

McCormick, Jason P. January 2006 (has links)
Thesis (Ph. D.)--Civil and Environmental Engineering, Georgia Institute of Technology, 2006. / Gall, Kenneth, Committee Member ; Leon, Roberto, Committee Member ; Kurtis, Kimberly, Committee Member ; Jacobs, Laurence, Committee Member ; DesRoches, Reginald, Committee Chair.
49

Numerical modeling of blast-induced liquefaction /

Lee, Wayne Y. January 2006 (has links) (PDF)
Thesis (Ph. D.)--Brigham Young University. Dept. of Civil and Environmental Engineering, 2006. / Includes bibliographical references (p. 263-270).
50

Performance-based earthquake engineering with the first-order reliability method

Koduru, Smitha Devi 11 1900 (has links)
Performance-based earthquake engineering is an emerging field of study that complements the prescriptive methods that the design codes provide to ensure adequate seismic performance of structures. Accounting for uncertainties in the performance assessments forms an important component in this area. In this context, the present study focuses on two broad themes; first, treatment of uncertainties and the application of the first-order reliability method (FORM) in finite-element reliability analysis, and second, the seismic risk assessment of reinforced concrete structures for performance states such as, collapse and monetary loss. In the first area, the uncertainties arising from inherent randomness (“aleatory uncertainty”) and due to the lack of knowledge (“epistemic uncertainty”) are identified. A framework for the separation of these uncertainties is proposed. Following this, the applicability of FORM to the linear and nonlinear finite-element structural models under static and dynamic loading is investigated. The case studies indicate that FORM is applicable for linear and nonlinear static problems. Strategies are proposed to circumvent and remedy potential challenges to FORM. In the case of dynamic problems, the application of FORM is studied with an emphasis on cumulative response measures. The limit-state surface is shown to have a closed and nonlinear geometric shape. Solution methods are proposed to obtain probability bounds based on the FORM results. In the application-oriented second area of research, at first, the probability of collapse of a reinforced concrete frame is assessed with nonlinear static analysis. By modelling the post-failure behaviour of individual structural members, the global response of the structure is estimated beyond the component failures. The final application is the probabilistic assessment of monetary loss for a high-rise shear wall building due to the seismic hazard in the Cascadia subduction zone. A 3-dimensional finite-element model of the structure with nonlinear material models is subjected to stochastic ground motions in the reliability analysis. The parameters for the stochastic ground motion model are developed for Vancouver, Canada. Monetary losses due to the damage of structural and non-structural components are included. / Applied Science, Faculty of / Civil Engineering, Department of / Graduate

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