Modelling of steel-concrete composite beam sections of bridges using finite element method
محفوظ في:
| المؤلف الرئيسي: | |
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| التنسيق: | أطروحة |
| منشور في: |
2004
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| الموضوعات: | |
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my-utm-ep.42437 |
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uketd_dc |
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my-utm-ep.424372017-07-02T09:28:16Z Modelling of steel-concrete composite beam sections of bridges using finite element method 2004 Safiee, Nor Azizi TG Bridge engineering 2004 Thesis http://eprints.utm.my/id/eprint/42437/ http://libraryopac.utm.my/client/en_AU/main/search/detailnonmodal/ent:$002f$002fSD_ILS$002f0$002fSD_ILS:438296/one?qu=Modelling+of+steel-concrete+composite+beam+sections+of+bridges+using+finite+element+method masters Universiti Teknologi Malaysia, Faculty of Civil Engineering Faculty of Civil Engineering |
| institution |
Universiti Teknologi Malaysia |
| collection |
UTM Institutional Repository |
| topic |
TG Bridge engineering |
| spellingShingle |
TG Bridge engineering Safiee, Nor Azizi Modelling of steel-concrete composite beam sections of bridges using finite element method |
| description |
|
| format |
Thesis |
| qualification_level |
Master's degree |
| author |
Safiee, Nor Azizi |
| author_facet |
Safiee, Nor Azizi |
| author_sort |
Safiee, Nor Azizi |
| title |
Modelling of steel-concrete composite beam sections of bridges using finite element method |
| title_short |
Modelling of steel-concrete composite beam sections of bridges using finite element method |
| title_full |
Modelling of steel-concrete composite beam sections of bridges using finite element method |
| title_fullStr |
Modelling of steel-concrete composite beam sections of bridges using finite element method |
| title_full_unstemmed |
Modelling of steel-concrete composite beam sections of bridges using finite element method |
| title_sort |
modelling of steel-concrete composite beam sections of bridges using finite element method |
| granting_institution |
Universiti Teknologi Malaysia, Faculty of Civil Engineering |
| granting_department |
Faculty of Civil Engineering |
| publishDate |
2004 |
| _version_ |
1747816769731428352 |