Optimization of steel frames via penalty functions

dc.contributor.authorCofer, William F.en
dc.contributor.departmentCivil Engineeringen
dc.date.accessioned2017-01-10T20:35:09Zen
dc.date.available2017-01-10T20:35:09Zen
dc.date.issued1978en
dc.description.abstractThe purpose of this study is to develop a computer program to minimize the weight of steel frames using a penalty function technique. The program is developed and several example problems are analyzed. All structures are designed in accordance with the AISC code. One of the problems is also analyzed by the Fully Stressed Design method, and the penalty function solution has less weight, but takes more computer time. The penalty function solution is checked by hand and found to be a reasonable design. In this investigation, the penalty function method is found to be simple to use, reliable, versatile, and fairly economical for small structures.en
dc.description.degreeMaster of Scienceen
dc.format.extentvi, 114 leavesen
dc.format.mimetypeapplication/pdfen
dc.identifier.urihttp://hdl.handle.net/10919/74135en
dc.language.isoenen
dc.publisherVirginia Polytechnic Institute and State Universityen
dc.relation.isformatofOCLC# 39884856en
dc.rightsIn Copyrighten
dc.rights.urihttp://rightsstatements.org/vocab/InC/1.0/en
dc.subject.lccLD5655.V855 1978.C635en
dc.titleOptimization of steel frames via penalty functionsen
dc.typeThesisen
dc.type.dcmitypeTexten
thesis.degree.disciplineCivil Engineeringen
thesis.degree.grantorVirginia Polytechnic Institute and State Universityen
thesis.degree.levelmastersen
thesis.degree.nameMaster of Scienceen

Files

Original bundle
Now showing 1 - 1 of 1
Loading...
Thumbnail Image
Name:
LD5655.V855_1978.C635.pdf
Size:
6.59 MB
Format:
Adobe Portable Document Format

Collections