Full Text Available

Note: Clicking the button above will open the full text document at the original institutional repository in a new window.

The theoretical and experimental determination of certain design parameters for the stressed skin design method for single storey steel frame buildings

Project (M. Ing.) -- University of Stellenbosch, 1993.

Saved in:
Bibliographic Details
Main Author: Hattingh, Louis Cristiaan
Other Authors: Stellenbosch University. Faculty of . Dept. of .
Format: Thesis
Language:en_ZA
Published: Stellenbosch : Stellenbosch University 2012
Subjects:
Tags: Add Tag
No Tags, Be the first to tag this record!
_version_ 1867613901059784704
access_status_str Open Access
author Hattingh, Louis Cristiaan
author2 Stellenbosch University. Faculty of . Dept. of .
author_browse Hattingh, Louis Cristiaan
Stellenbosch University. Faculty of . Dept. of .
author_facet Stellenbosch University. Faculty of . Dept. of .
Hattingh, Louis Cristiaan
author_sort Hattingh, Louis Cristiaan
collection Thesis
dc_rights_str_mv Stellenbosch University
description Project (M. Ing.) -- University of Stellenbosch, 1993.
format Thesis
id oai:scholar.sun.ac.za:10019.1/69867
institution Stellenbosch University (South Africa)
language en_ZA
last_indexed 2026-06-10T12:43:30.254Z
license_str Other — see source repository
provenance_str_mv Harvested via OAI-PMH from SUNScholar — Stellenbosch University Repository
publishDate 2012
publishDateRange 2012
publishDateSort 2012
publisher Stellenbosch : Stellenbosch University
publisherStr Stellenbosch : Stellenbosch University
record_format dspace
source_str SUNScholar — Stellenbosch University Repository
spelling oai:scholar.sun.ac.za:10019.1/69867 The theoretical and experimental determination of certain design parameters for the stressed skin design method for single storey steel frame buildings Hattingh, Louis Cristiaan Stellenbosch University. Faculty of . Dept. of . Steel, Structural -- Fatigue Building, Iron and steel Roofing, Iron and steel Dissertations -- Civil engineering Project (M. Ing.) -- University of Stellenbosch, 1993. Full text to be digitised and attached to bibliographic record. 2012-08-27T12:27:19Z 2012-08-27T12:27:19Z 1993 Thesis http://hdl.handle.net/10019.1/69867 en_ZA Stellenbosch University 1 v. (various pagings) : ill. Stellenbosch : Stellenbosch University
spellingShingle Steel, Structural -- Fatigue
Building, Iron and steel
Roofing, Iron and steel
Dissertations -- Civil engineering
Hattingh, Louis Cristiaan
The theoretical and experimental determination of certain design parameters for the stressed skin design method for single storey steel frame buildings
title The theoretical and experimental determination of certain design parameters for the stressed skin design method for single storey steel frame buildings
title_full The theoretical and experimental determination of certain design parameters for the stressed skin design method for single storey steel frame buildings
title_fullStr The theoretical and experimental determination of certain design parameters for the stressed skin design method for single storey steel frame buildings
title_full_unstemmed The theoretical and experimental determination of certain design parameters for the stressed skin design method for single storey steel frame buildings
title_short The theoretical and experimental determination of certain design parameters for the stressed skin design method for single storey steel frame buildings
title_sort theoretical and experimental determination of certain design parameters for the stressed skin design method for single storey steel frame buildings
topic Steel, Structural -- Fatigue
Building, Iron and steel
Roofing, Iron and steel
Dissertations -- Civil engineering
url http://hdl.handle.net/10019.1/69867
work_keys_str_mv AT hattinghlouiscristiaan thetheoreticalandexperimentaldeterminationofcertaindesignparametersforthestressedskindesignmethodforsinglestoreysteelframebuildings
AT hattinghlouiscristiaan theoreticalandexperimentaldeterminationofcertaindesignparametersforthestressedskindesignmethodforsinglestoreysteelframebuildings