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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.
11

Analysis of multi-story steel frames

Sassani, Kouros January 2010 (has links)
Photocopy of typescript. / Digitized by Kansas Correctional Industries
12

Seismic demands for nondeteriorating frame structures and their dependence on ground motions /

Medina, Ricardo A. Krawinkler, Helmut. January 2004 (has links)
Originally published as first author's thesis. / "May 2004." "John A. Blume Earthquake Engineering Center, Dept. of Civil & Environmental Engineering, Stanford University." Includes bibliographical references.
13

Cold-formed steel bolted connections without washers on oversized and slotted holes

Sheerah, Ibraheem. Yu, Cheng, January 2009 (has links)
Thesis (M.S.)--University of North Texas, May, 2009. / Title from title page display. Includes bibliographical references.
14

STEEL CONNECTION DESIGNS BASED ON INELASTIC FINITE ELEMENT ANALYSES (GUSSET, BRACING, STRUCTURES).

WILLIAMS, GEORGE CLAY. January 1986 (has links)
Analytical and experimental studies were made to develop design procedures for steel gusset plate connections in diagonally braced frames. Stiffness and strength models of structural fasteners based on physical tests were incorporated into inelastic finite element analyses. The modeling techniques were verified by comparing analytical and experimental results of full scale connection tests. Finite element models of bracing connections were generated to determine gusset plate force, stress, strain, and displacement distributions for a variety of connection designs including K-bracing and X-bracing. Based on these results current design procedures were scrutinized and new design procedures were proposed for predicting the tensile strength, buckling strength, and force distributions for bracing connections. Additionally, it was found that gusseted beam-to-column connections are rigid (AISC Type I) and the centroidal axes of the brace, beam, and column members do not necessarily need to intersect at a common working point.
15

A database for encased and concrete-filled columns

Aho, Mark Francis 12 1900 (has links)
No description available.
16

Performance of snug tight bolts in moment end-plate connections /

Kline, Donald Paul, January 1989 (has links)
Thesis (M.S.)--Virginia Polytechnic Institute and State University, 1989. / Vita. Abstract. Includes bibliographical references (leaves 76-77). Also available via the Internet.
17

A day in the estimating and designing room of a bridge contractor

Kersting, Felix John. January 1897 (has links) (PDF)
Thesis--University of Missouri, School of Mines and Metallurgy, 1897. / The entire thesis text is included in file. Holograph [Handwritten and illustrated in entirety by author]. F. J. Kersting determined to be Felix John Kersting from "Forty-First Annual Catalogue. School of Mines and Metallurgy, University of Missouri". Title from title screen of thesis/dissertation PDF file (viewed February 20, 2009)
18

Full-scale real-time testing and analysis of a viscoelastically damped steel frame /

Higgins, Christopher C., January 1997 (has links)
Thesis (Ph. D.)--Lehigh University, 1997. / Includes vita. Bibliography: leaves 424-429.
19

James Bogardus and cast iron building in New York City

Shirey, Cynthia Hammett, January 1966 (has links)
Thesis (M.A.)--University of Wisconsin--Madison, 1966. / eContent provider-neutral record in process. Description based on print version record. Bibliography: l. 88-93.
20

A critical evaluation of concrete and steel frame buildings in Hong Kong with regard to waste minimization /

Shiu, Kwai-king, Joe. January 2005 (has links)
Thesis (M. Sc.)--University of Hong Kong, 2005.

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