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Virginia Polytechnic Institute and State University

Stability of a reticulated dome under multiple independent loads

Abstract

dc:description.abstract

The primary purpose of this thesis is to investigate stability boundaries, or load interaction curves, of a reticulated dome. An elastic, geometrically nonlinear model with 21 degrees of freedom is considered. The nonlinear response of the model to imposed loads is determined using two separate computer programs as a check on each other. One program is based on the static perturbation technique and the other is based on an energy minimization technique. Program.solutions are compared with each other and with other published solutions. Various characteristics of the two programs are discussed. Five stability boundaries for two independent loads and one for three independent loads are presented. These stability boundaries are all found to exhibit convexity or piecewise convexity toward the origin. Characteristics of points composing the stability boundaries are noted and discussed with emphasis placed on ways that point characteristics affect boundary shape. Three observations are noted: 1. Critical points classified as limit points consistently form smooth boundaries, those classified as bifurcation points do not. 2. It is possible to predict the occurrence of a cusp in the stability boundary in certain load planes. 3. The occurrence of load maxima at cusps in stability boundaries is due to the higher degree of balance achieved in the stress distribution throughout the structure at that critical point. In addition, a method of estimating lower bounds and a theorem dealing with convexity of stability boundaries are briefly discussed.

Degree

thesis:*
Name thesis:degree_name
Master of Science
Level thesis:degree_level
masters
Discipline thesis:degree_discipline
Civil Engineering
Department dc:contributor.department
Civil Engineering
Grantor dc:publisher
Virginia Polytechnic Institute and State University
Year dc:date.issued
1978

Author and committee

dc:creator, dc:contributor.*
Author dc:creator
  • White, Willis S.

Rights

dc:rights
Statement dc:rights
  • In Copyright
Language dc:language.iso
en

Identifiers

dc:identifier.*
Handle dc:identifier.uri
http://hdl.handle.net/10919/64557
OAI identifier oai:identifier
oai:vtechworks.lib.vt.edu:10919/64557

Chain of custody

source
Harvested from
Virginia Tech
Base URL
vtechworks.lib.vt.edu/oai/request
Last updated
2026-07-22
Source record
OAI-PMH GetRecord
related terms
citation

White, Willis S.. Stability of a reticulated dome under multiple independent loads. masters thesis, Virginia Polytechnic Institute and State University, 1978. http://hdl.handle.net/10919/64557