Numerical analysis of skew bridges

Thumbnail Image

Files

thesis_Bathe_1969.pdf (101.66 MB)

Date

1969

Authors

Journal Title

Journal ISSN

Volume Title

Publisher

Abstract

This thesis deals with the analysis of box girder skew bridges. It is explained that a valid analysis of a short and wide skew bridge may be obtained when the structure is idealized as an assemblage of large plate and beam elements. For the bridge analysis, the stiffness properties of the large elements are needed and are derived in the thesis by finite differences.

Description

Bibliography: p. 192-193.

Keywords

Citation

Bathe, K. (1969). Numerical analysis of skew bridges (Master's thesis, University of Calgary, Calgary, Canada). Retrieved from https://prism.ucalgary.ca. doi:10.11575/PRISM/21118

URI

http://hdl.handle.net/1880/1820

Collections

Restricted Theses and Dissertations

Endorsement

Review

Supplemented By

Referenced By

Powered by

Libraries & Cultural Resources

Start Something.

University of Calgary
2500 University Drive NW
Calgary Alberta T2N 1N4
CANADA

Copyright © 2023

The University of Calgary, located in the heart of Southern Alberta, both acknowledges and pays tribute to the traditional territories of the peoples of Treaty 7, which include the Blackfoot Confederacy (comprised of the Siksika, the Piikani, and the Kainai First Nations), the Tsuut’ina First Nation, and the Stoney Nakoda (including Chiniki, Bearspaw, and Goodstoney First Nations). The City of Calgary is also home to the Métis Nation of Alberta (Districts 5 and 6).

The University of Calgary is situated on land Northwest of where the Bow River meets the Elbow River, a site traditionally known as Moh’kins’tsis to the Blackfoot, Wîchîspa to the Stoney Nakoda, and Guts’ists’i to the Tsuut’ina. On this land and in this place we strive to learn together, walk together, and grow together “in a good way.”