• Refine Query
  • Source
  • Publication year
  • to
  • Language
  • 48
  • 5
  • 5
  • 4
  • 4
  • 4
  • 4
  • 4
  • 3
  • 3
  • 2
  • 1
  • 1
  • 1
  • Tagged with
  • 83
  • 17
  • 14
  • 13
  • 9
  • 7
  • 7
  • 7
  • 6
  • 6
  • 6
  • 5
  • 5
  • 5
  • 5
  • 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.
11

An approximate method for the prediction of the behaviour of some space structures

Saeedi, Mohammed Ali January 2000 (has links)
No description available.
12

Nonlinear 3-D beam/connector finite element with warping for a glulam dome /

Kavi, Sandeep A, January 1993 (has links)
Thesis (M.S.)--Virginia Polytechnic Institute and State University, 1993. / Vita. Abstract. Includes bibliographical references (leaves 181-183). Also available via the Internet.
13

Le triomphe de la coupole dans l'architecture byzantine

Rumpler, Marguerite. January 1947 (has links)
Thesis (Ph. D.)--Université de Strasbourg, 1947. / Includes bibliographical references.
14

Le triomphe de la coupole dans l'architecture byzantine

Rumpler, Marguerite. January 1947 (has links)
Thesis (Ph. D.)--Université de Strasbourg, 1947. / Includes bibliographical references.
15

General theory and stress equations for dome structures of different shapes

Dennis, Reginald. January 1961 (has links)
Thesis (M.S.)--University of Wisconsin--Madison, 1961. / Typescript. eContent provider-neutral record in process. Description based on print version record. Includes bibliographical references.
16

Unsymmetric loading of a framed dome

Fox, Selwyn Perrin January 1967 (has links)
The linear analysis of a specific framed dome is mapped for the unsymmetric loadings of half snow and wind. The joints of the dome, to which the loads are applied, lie on a spherical surface but the connecting members are straight. Several parameters, such as the perimeter ring size, the web member area, geometric conformity, and joint fixity, are changed and the effects of these changes are compared and discussed. It is shown that membrane shell theory closely approximates the member forces induced by wind. An approximate system to find the member forces is presented and compared with the exact analysis. This system is based on overall structure equilibrium and an assumed distribution of edge shear. All analyses were made using a space frame program based on the stiffness method with six degrees of freedom per joint; An IBM 7040 computer was used for calculations. / Applied Science, Faculty of / Civil Engineering, Department of / Graduate
17

Analysis of a symmetrically loaded reticulated dome structure.

Olunloyo, Olufemi Akindele. January 1968 (has links)
No description available.
18

An investigation of an existing aluminum lattice dome under snow loads /

Cook, Byron Lloyd, January 1991 (has links)
Thesis (M.S.)--Virginia Polytechnic Institute and State University, 1991. / Vita. Abstract. Includes bibliographical references (leaves 95-98). Also available via the Internet.
19

Characterisation of salt diapir flanks constrained by field data

Vargas Meleza, Liliana January 2014 (has links)
Marginal zones of salt diapirs and canopies are complex geological environments, with rapid spatial variations in lithology, strain, and fluid-assisted alteration. These complex zones can contain economically attractive hydrocarbon accumulations. However, they are difficult to image seismically due to the irregular geometry of salt bodies and the large property contrast between salt and the surrounding sediments. I present an integrated and multiscale approach to build realistic models of salt margins that represent the geological heterogeneity and seismic anisotropy in such complex zones. Structural field data and petrophysical measurements are used to constrain such models. A suite of evaporite samples of various compositions are used to predict the seismic anisotropy from their crystal preferred orientations (CPOs) and elastic properties. Ultrasonic seismic velocities are measured to calculate the relative contribution of the shape preferred orientations to the seismic anisotropy of such samples. Calculation of the seismic anisotropy produced by thinly interlayered evaporites provides a link between small-scale compositional heterogeneity with large-scale seismic anisotropy. Integration of outcrop structural models, petrophysical measurements and the characterisation of seismic anisotropy of salt is possible through seismic modelling. My results suggest that the seismic anisotropy of these samples is strongly controlled by their CPOs, which ranges from 3 to 7% for halite, from 8 to 10% for anhydrite, and from 13 to 22% for gypsum. Predictions indicate that the contribution of a small amount (< 10 %) of anhydrite can moderately alter the seismic anisotropy of polycrystalline evaporite. A small amount of anhydrite interlayered with halite yields anisotropy parameters with magnitudes of = −0.014, = −0.044, and = −0.193, which agree with those parameters calculated for polycrystalline salt. Such calculations of seismic anisotropy at grain scale enable the study of the propagation of seismic waves through salt margins. Seismic images generated from outcrop models of salt diapir flanks show moderate image degradation if anisotropy of salt is neglected during seismic migration. This methodology provides a foundation for the characterisation of seismic anisotropy of salt with which models of salt margins can be improved.
20

An acoustical analysis of domes coupled to rooms, with special application to the Darussholah Mosque, in East Java, Indonesia /

Utami, Sentagi Sesotya, January 2005 (has links) (PDF)
Thesis (M.S.)--Brigham Young University. Dept. of Physics and Astronomy, 2005. / Includes bibliographical references (p. 112-117).

Page generated in 0.0421 seconds