Structural performance of composite beam-to-column connections using cold-formed steel structure
Also available in printed version
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| Format: | Master's thesis |
| Language: | English |
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Universiti Teknologi Malaysia
2025
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| Online Access: | https://utmik.utm.my/handle/123456789/50366 |
| Abstract | Abstract here |
| _version_ | 1854975072416038912 |
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| author | Noraini Mohd. Saleh |
| author2 | Arizu Sulaiman, supervisor |
| author_facet | Arizu Sulaiman, supervisor Noraini Mohd. Saleh |
| author_sort | Noraini Mohd. Saleh |
| description | Also available in printed version |
| format | Master's thesis |
| id | utm-123456789-50366 |
| institution | Universiti Teknologi Malaysia |
| language | English |
| publishDate | 2025 |
| publisher | Universiti Teknologi Malaysia |
| record_format | dspace |
| record_pdf | Abstract |
| spelling | utm-123456789-503662025-08-21T00:50:39Z Structural performance of composite beam-to-column connections using cold-formed steel structure Noraini Mohd. Saleh Arizu Sulaiman, supervisor Civil engineering Also available in printed version Cold-formed steel members have been used for buildings since 1850. From a structural viewpoint, these types of steel members can be classified as (1) individual structural framing members and (2) decks and panels. In view of the fact that light members of various configurations can be easily cold-formed to structural shapes for carrying light loads, such sections have been used successfully in numerous high-rise steel buildings to supplement hot-rolled steel shapes. This study is mainly an experimental investigation of the composite beam-to-column joint form by a concrete slab and two cold-formed steel lipped C-section. The C-sections are connected back-to-back to form the beam and column elements. The main focus of this study is to investigate the behavior of the composite joint in terms of the loaddeflection and moment-rotation. Two specimens were prepared namely the composite joint and non-composite joint. All components which are the decking, hot rolled plate, bolts and reinforcement bar used were the same for both specimens except the arrangement of the longitudinal bars. The specimens were then tested until failure under concentrated load placed at a certain eccentricity from the face of the column to induce moment to the joint. From the tests, the ultimate load and the respective moment resistance of the both specimens are obtained. It is find out that the composite joint yields higher ultimate load and moment resistance compare to the non-composite joint. The results indicate that a composite joint has credible rotation and moment resistance, and the fracture of the joint occurs after substantial rotational deformation has been achieved zulaihi UTM 122 p. Thesis (Sarjana Kejuruteraan (Struktur)) - Universiti Teknologi Malaysia, 2017 2025-03-13T07:46:48Z 2025-03-13T07:46:48Z 2017 Master's thesis https://utmik.utm.my/handle/123456789/50366 vital:109349 valet-20180416-121251 ENG Closed Access UTM Complete Unpublished Completion application/pdf Universiti Teknologi Malaysia |
| spellingShingle | Civil engineering Noraini Mohd. Saleh Structural performance of composite beam-to-column connections using cold-formed steel structure |
| thesis_level | Master |
| title | Structural performance of composite beam-to-column connections using cold-formed steel structure |
| title_full | Structural performance of composite beam-to-column connections using cold-formed steel structure |
| title_fullStr | Structural performance of composite beam-to-column connections using cold-formed steel structure |
| title_full_unstemmed | Structural performance of composite beam-to-column connections using cold-formed steel structure |
| title_short | Structural performance of composite beam-to-column connections using cold-formed steel structure |
| title_sort | structural performance of composite beam to column connections using cold formed steel structure |
| topic | Civil engineering |
| url | https://utmik.utm.my/handle/123456789/50366 |
| work_keys_str_mv | AT norainimohdsaleh structuralperformanceofcompositebeamtocolumnconnectionsusingcoldformedsteelstructure |