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The University of Texas at Austin

Refined design expressions for in-plane girder stiffness and system buckling capacity

Abstract

dc:description.abstract

Lateral-torsional buckling at the system level (global buckling) has been the subject of several research studies over the past 20 years. This buckling mode often controls over conventional lateral-torsional buckling (buckling between braces points) when the girder system is long and narrow. One of the primary contributors to global buckling resistance is the in-plane girder stiffness of the system. There is, currently, a published expression for the in-plane girder stiffness; however, recent attempts to employ this expression in more unique design situations, such as in lean-on bracing systems, have raised some questions about its efficiency. The current expression accounts only for the stiffness contribution of the two exterior girders. Though this is a conservative approach, it can, in some cases, be considered overly conservative. The primary focus of this thesis study was to derive a more broadly applicable in-plane girder stiffness expression. To that end, a new expression for the system buckling capacity, that accounts for any number of girders, was derived. This system buckling capacity expression was then used to develop an in-plane girder stiffness expression that also accounts for any number of girders. A computational study, using the program mBrace3D, was performed to determine the accuracy of the proposed expressions. These computational study models included four separate girder sections and system widths ranging from two to ten girders. Other parameters investigated in this study were number of brace points along the girder, girder spacing, and the stiffness of the braces themselves.

Degree

thesis:*
Name thesis:degree_name
Master of Science in Engineering
Level thesis:degree_level
Masters
Discipline thesis:degree_discipline
Civil Engineering
Grantor
The University of Texas at Austin
Year dc:date.issued
2021

Author and committee

dc:creator, dc:contributor.*
Author dc:creator
  • Fish, David John
Advisor dc:contributor.advisor
  • Helwig, Todd Aaron, 1965-

Subjects

dc:subject × 3

Rights

Language dc:language.iso
en

Identifiers

dc:identifier.*
OAI identifier oai:identifier
oai:repositories.lib.utexas.edu:2152/116532

Chain of custody

source
Harvested from
University of Texas
Base URL
repositories.lib.utexas.edu/server/oai/request
Last updated
2026-07-24
Source record
OAI-PMH GetRecord
citation

Fish, David John. Refined design expressions for in-plane girder stiffness and system buckling capacity. Masters thesis, The University of Texas at Austin, 2021. https://hdl.handle.net/2152/116532