• Refine Query
• Source
• Publication year
• to
• Language
• 32
• 21
• 11
• 4
• 3
• 2
• 2
• 1
• 1
• 1
• 1
• Tagged with
• 97
• 15
• 11
• 11
• 9
• 9
• 8
• 8
• 7
• 7
• 7
• 7
• 6
• 6
• 6
• 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.
21

#### Bending of spherical shells

Gurel, Ahmet Okan January 1957 (has links)
This study of the bending of a spherical shell of constant thickness consists of five chapters. In the first chapter, general differential equations of the problem are derived and presented with the variables in dimensionless form. The second chapter deals with the solution of the two second order differential equations in terms of Bessel Functions. The solution is applicable for shells with a colatitude of about 25 degrees or less. Expressions are given for the internal stresses and displacements in terms of these values at the boundary. The third chapter gives a numerical solution of the problem. Solutions are found for three cases of radius to thickness ratio, namely 30, 100 and 500, and for colatitudes from 8 to 90 degrees. In the preparation of tables the Alwac III-E Electronic Digital Computer was used. The flow diagram and programme for the Alwac III-E are given. The fourth chapter compares the numerical method with one of Timoshenko's approximate solutions. The wave lengths, deflections, rotations and moments are calculated by two methods and compared. As the conclusion to these comparisons a graph is given, which shows the approximate error in the damped harmonic solution. In the last chapter, a numerical example is solved using tables from the digital computer. The ratio of radius to thickness is 500; radius being 125 feet and the colatitude 30 degrees. The edges are considered as being on rollers. / Applied Science, Faculty of / Civil Engineering, Department of / Graduate
22

#### Lateral-torsional buckling of arches /

Tokarz, Frank J. January 1968 (has links)
No description available.
23

#### The occurence of lateral-torsional buckling in uniformly loaded parabolic arches /

Sandhu, Raghbir Singh January 1968 (has links)
No description available.
24

#### Lateral buckling of circular arches subjected to uniform gravity type loading /

Demuts, Edvins January 1969 (has links)
No description available.
25

#### Experimental and theoretical investigation of a shallow flexible arch

Ranganath, Devappa. January 1984 (has links)
Call number: LD2668 .T4 1984 R36 / Master of Science
26

#### Nonlinear behaviour of shallow concrete arches with elastically restrained supports

Wang, Tao, Civil & Environmental Engineering, Faculty of Engineering, UNSW January 2007 (has links)
27

#### Nonlinear behaviour of shallow concrete arches with elastically restrained supports

Wang, Tao, Civil & Environmental Engineering, Faculty of Engineering, UNSW January 2007 (has links)
28

#### Design of a reinforced concrete gymnasium building composed of a semicircular arch and basement

Menteşe, Behlül Murat 05 1900 (has links)
No description available.
29

#### Optimization of shallow arches against snap-through buckling

Caldwell, Hartley McMullin 05 1900 (has links)
No description available.
30

#### Snap-through buckling of shallow arches with nonuniform stiffness under dynamic and quasi-static loadings

Rapp, Ira Hammes 05 1900 (has links)
No description available.

Page generated in 0.0679 seconds