NDLTD logo NDLTD Union Catalog and Global ETD Search

Global ETD Search

Search theses and dissertations gathered from participating repositories worldwide. Every result links back to the library that holds it. No account is needed.

Results

Showing 1 to 20 of 146 for “"arches"”.

  1. Stress distribution & arches

    Keturi, Wilho R.1930

    Thesis (B.S.)--Michigan State College of Agriculture and Applied Science, 1930

    msu Repository record

  2. Arches in architecture

    Starczewski, Jerzy AndrzejVirginia Polytechnic Institute and State University1982

    … models. The search for optimal shapes of arches is discussed. A study includes historical development of the arch from the Sumerian times up into the XX century. Examples of arches have been derived from Western Europe, Middle East and Asia; there are also examples of arches in Polish …

    vt Repository record

  3. On Elastic Buckling of Parabolic Arches

    Sugi, MasakiUniversity of Illinois at Urbana-Champaign2014

    Made available in DSpace on 2014-12-04T23:10:53Z (GMT). No. of bitstreams: 1 0013568.pdf: 1124706 bytes, checksum: 4c42722dd83208f3de9adcc7d73356ec (MD5) Previous issue date: 1955

    uiuc Repository record

  4. On Elastic Buckling of Symmetrical Arches

    Lind, Niels ChristianUniversity of Illinois at Urbana-Champaign2014

    Made available in DSpace on 2014-12-04T23:10:58Z (GMT). No. of bitstreams: 1 5904528.pdf: 2262032 bytes, checksum: 77d1231c40a0efd27175da87212e63d5 (MD5) Previous issue date: 1959

    uiuc Repository record

  5. Response of Arches Under Dynamic Loads

    Eppink, R.T.University of Illinois at Urbana-Champaign2014

    Made available in DSpace on 2014-12-05T17:37:13Z (GMT). No. of bitstreams: 1 6100118.pdf: 6656657 bytes, checksum: b6b9117b91590917588a08375ec2a0cd (MD5) Previous issue date: 1960

    uiuc Repository record

  6. Stresses in plain and reinforced concrete arches

    Zeng, Yangfeng2016

    Made available in DSpace on 2016-11-09T23:48:03Z (GMT). No. of bitstreams: 2 6000316_opt.pdf: 4921577 bytes, checksum: 52c54e984ceb3f1abed6bc2097931e53 (MD5) license.txt: 4183 bytes, checksum: 1dcc2037833d76bede73d5717587543b (MD5) Previous issue date: 1918

    uiuc Repository record

  7. Comparison of two-hinged and three-hinged roof arches

    Ilg, George Martin Aloysius2016

    Made available in DSpace on 2016-11-09T23:47:40Z (GMT). No. of bitstreams: 2 5993222_opt.pdf: 4209471 bytes, checksum: 89cc6610391d9b6fe38b0f39e346327b (MD5) license.txt: 4183 bytes, checksum: 1dcc2037833d76bede73d5717587543b (MD5) Previous issue date: 1916

    uiuc Repository record

  8. Large Deflections and Stability of Circular Rings and Arches

    Liao, Yun KoUniversity of Illinois at Urbana-Champaign2014

    Made available in DSpace on 2014-12-14T14:42:13Z (GMT). No. of bitstreams: 1 7804069.pdf: 2641867 bytes, checksum: 74ee866329269a45570c5df044dabe43 (MD5) Previous issue date: 1977

    uiuc Repository record

  9. Stress analysis of parabolic arches and their dynamic behavior

    Hou, Shou-nienVirginia Polytechnic Institute1958

    … the static and dynamic analysis of parabolic arches. In the dynamic part, special attention is given to the free vibration of such arches. The following procedure is followed. The loading conditions are assumed and a infinitesimal segment of the arch is taken so as the differential equations …

    vt Repository record

  10. Dynamic relaxation analysis of pretensioned networks supported by compression arches

    Wakefield, D.City University London1980

    … pretensioned networks supported by compression arches. The development and application of such methods is reviewed in Chapter 2. The automated control of Dynamic Relaxation is considered in I Chapter 3. and a modified kinetic damping procedure shown to be an efficient and simple alternative to …

    city-london Repository record

  11. Design optimization of parabolic arches subject to non-uniform loads

    Sadhwani, Lavina H. (Lavina Hemandas), 1976-Massachusetts Institute of Technology2000

    Thesis (M.Eng.)--Massachusetts Institute of Technology, Dept. of Civil and Environmental Engineering, 2000.

    mit Repository record

  12. Analysis of the deflections, vibrations, and stability of leaning arches

    Hou, AiliVirginia Tech1996

    In recent years, leaning arches have been used in frameworks for some tent structures. Various people have studied the behavior of a single vertical arch; however, only a few researchers have considered the three-dimensional behavior of arches and leaning arches. The objective of this thesis is to …

    vt Repository record

  13. Effect of loaded length on the buckling strength of slender arches

    Chang, Kou-Chuan (b. 1957)Rice University1978

    … in-plane, elastic buckling behavior of slender arches subjected to a static dead load that is uniform over the structure and to a static live load that is uniform on a horizontal projection. The live load starts at one end and extends over a variable length. The effect of the length of the live …

    rice Repository record

  14. The Dynamic Response of Shallow-Buried Arches Subjected to Blast Loading

    Whipple, Caryll RobbinsUniversity of Illinois at Urbana-Champaign2014

    Made available in DSpace on 2014-12-05T17:37:27Z (GMT). No. of bitstreams: 1 6200693.pdf: 7622113 bytes, checksum: 291e8c15b2c3f0654752b57441ef4b1f (MD5) Previous issue date: 1961

    uiuc Repository record

  15. Effect of overburden stress on the formation and stability of arches in unconsolidated sands, The

    Melvan, J. J.Colorado School of Mines. Arthur Lakes Library1978

    Includes bibliographical references (pages 49-51).

    colo-mines Repository record

  16. Rectification of 2-D to 3-D Finite Element Analysis in Buried Concrete Arches Under Discrete Loading

    Aagard, Adam D.2007

    <p>Construction of tunnels and small- to medium-span bridges is a $12 billion per year industry in the United States, with a significant portion going into buried arch structures. Notwithstanding such expenditure, modern arch design and construction, in many cases, is highly conservative. This is …

    byu Repository record

  17. Investigation of Applicable Seismic Response Modification Factor For Three-Hinge Glulam Tudor Arches Using FEMA P-695

    Eberle, Jonathan RobertVirginia Tech2013

    … modification factor for three-hinge glulam Tudor arches. In an attempt to meet this objective, the methods and procedures outlined in FEMA technical document P-695 were implemented on the provided arch designs. Computational models were created using finite elements within OpenSees to accurately …

    vt Repository record

  18. The Influence of Blast and Earth Pressure Loadings on The Dynamic Response of Flexible Underground Two-Hinged Arches

    Walls, Worthen AllenUniversity of Illinois at Urbana-Champaign2014

    Made available in DSpace on 2014-12-05T17:37:11Z (GMT). No. of bitstreams: 1 6004011.pdf: 4054461 bytes, checksum: 226c1d31aa733e3e9a3f9b3882d34783 (MD5) Previous issue date: 1960

    uiuc Repository record

  19. A study of the effect of deflection on the design of slender ribbed two-hinged arches with external stiffening systems

    Diao, Kai-IUniversity of Illinois at Urbana-Champaign1951

    uiuc Repository record

  20. Behaviour and analysis of a flexible concrete arch

    Bourke, JohnQueen's University Belfast2013

    … is efficient. As a result, reinforced concrete arches and slab and beam bridges became common. However, durability issues associated with corrosion of steel have become a major and costly problem and design can now favour steel-free structures that are either reinforced with FRP or unreinforced. …

    qu-belfast Repository record

Page 1 of 8