Structural analysis of plane frames in an interactive XWindow environment

A study was performed to develop an interactive plane frame analysis program. The program was designed to run on Unix-based workstations and to be independent of the hardware platform. This was achieved by selecting the XWindow system as the underlying graphical user-interface. An event-driven, wind...

Full description

Bibliographic Details
Main Author: Erkek, Mehmet Erkan
Other Authors: Civil Engineering
Format: Others
Language:en
Published: Virginia Tech 2014
Subjects:
Online Access:http://hdl.handle.net/10919/45134
http://scholar.lib.vt.edu/theses/available/etd-10102009-020302/
id ndltd-VTETD-oai-vtechworks.lib.vt.edu-10919-45134
record_format oai_dc
spelling ndltd-VTETD-oai-vtechworks.lib.vt.edu-10919-451342021-05-15T05:26:26Z Structural analysis of plane frames in an interactive XWindow environment Erkek, Mehmet Erkan Civil Engineering Rojiani, Kamal B. Holzer, Siegfried M. Easterling, William Samuel LD5655.V855 1992.E743 Structural analysis (Engineering) -- Computer programs Structural frames X Window System (Computer system) A study was performed to develop an interactive plane frame analysis program. The program was designed to run on Unix-based workstations and to be independent of the hardware platform. This was achieved by selecting the XWindow system as the underlying graphical user-interface. An event-driven, window-based program was developed using the XWindow Toolkit. The entire program was written in the C programming language.</p> <p> The program consists of two parts: a preprocessor and a processor. The preprocessor employs pull-down menus and pop-up dialog boxes and provides a convenient way of creating and modifying structural models. The processor performs linear elastic analysis of plane frame structures based on the matrix displacement method. The processor computes joint displacements, support reactions and local member-end forces of the structure. It also handles internal hinges, joint loads, member loads, prescribed displacements, multiple load cases and load combinations. Other features include automatic mesh generation for orthogonal frames, automatic computation of self-weight and specification of output options.</p> <p>To verify the accuracy of the program, analysis results from the program were compared with results obtained from a commercial structural analysis program. A comparison of joint displacements, support reactions and member-end forces indicate that the difference in the values obtained from the two programs is less than two percent and that the program provides accurate analysis results.</p> Master of Science 2014-03-14T21:47:17Z 2014-03-14T21:47:17Z 1992-04-05 2009-10-10 2009-10-15 2009-10-10 Thesis Text etd-10102009-020302 http://hdl.handle.net/10919/45134 http://scholar.lib.vt.edu/theses/available/etd-10102009-020302/ en OCLC# 26233954 LD5655.V855_1992.E743.pdf In Copyright http://rightsstatements.org/vocab/InC/1.0/ x, 125 leaves BTD application/pdf application/pdf Virginia Tech
collection NDLTD
language en
format Others
sources NDLTD
topic LD5655.V855 1992.E743
Structural analysis (Engineering) -- Computer programs
Structural frames
X Window System (Computer system)
spellingShingle LD5655.V855 1992.E743
Structural analysis (Engineering) -- Computer programs
Structural frames
X Window System (Computer system)
Erkek, Mehmet Erkan
Structural analysis of plane frames in an interactive XWindow environment
description A study was performed to develop an interactive plane frame analysis program. The program was designed to run on Unix-based workstations and to be independent of the hardware platform. This was achieved by selecting the XWindow system as the underlying graphical user-interface. An event-driven, window-based program was developed using the XWindow Toolkit. The entire program was written in the C programming language.</p> <p> The program consists of two parts: a preprocessor and a processor. The preprocessor employs pull-down menus and pop-up dialog boxes and provides a convenient way of creating and modifying structural models. The processor performs linear elastic analysis of plane frame structures based on the matrix displacement method. The processor computes joint displacements, support reactions and local member-end forces of the structure. It also handles internal hinges, joint loads, member loads, prescribed displacements, multiple load cases and load combinations. Other features include automatic mesh generation for orthogonal frames, automatic computation of self-weight and specification of output options.</p> <p>To verify the accuracy of the program, analysis results from the program were compared with results obtained from a commercial structural analysis program. A comparison of joint displacements, support reactions and member-end forces indicate that the difference in the values obtained from the two programs is less than two percent and that the program provides accurate analysis results.</p> === Master of Science
author2 Civil Engineering
author_facet Civil Engineering
Erkek, Mehmet Erkan
author Erkek, Mehmet Erkan
author_sort Erkek, Mehmet Erkan
title Structural analysis of plane frames in an interactive XWindow environment
title_short Structural analysis of plane frames in an interactive XWindow environment
title_full Structural analysis of plane frames in an interactive XWindow environment
title_fullStr Structural analysis of plane frames in an interactive XWindow environment
title_full_unstemmed Structural analysis of plane frames in an interactive XWindow environment
title_sort structural analysis of plane frames in an interactive xwindow environment
publisher Virginia Tech
publishDate 2014
url http://hdl.handle.net/10919/45134
http://scholar.lib.vt.edu/theses/available/etd-10102009-020302/
work_keys_str_mv AT erkekmehmeterkan structuralanalysisofplaneframesinaninteractivexwindowenvironment
_version_ 1719404642295611392