Strength of steel I-beam to CFT column connection with composite slab
The aim of this project is to investigate the static behavior of composite connections comprising of steel I section beams welded to concrete filled circular hollow section (CHS) column connection with a composite slab subjected to negative bending moment.
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2008
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| Online Access: | http://hdl.handle.net/10356/11940 |
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| Institution: | Nanyang Technological University |
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sg-ntu-dr.10356-119402023-03-03T19:33:20Z Strength of steel I-beam to CFT column connection with composite slab Mulia Orientilize. Chiew, Sing Ping School of Civil and Structural Engineering DRNTU::Engineering::Civil engineering::Structures and design The aim of this project is to investigate the static behavior of composite connections comprising of steel I section beams welded to concrete filled circular hollow section (CHS) column connection with a composite slab subjected to negative bending moment. Master of Engineering (CSE) 2008-09-25T06:33:02Z 2008-09-25T06:33:02Z 2001 2001 Thesis http://hdl.handle.net/10356/11940 en Nanyang Technological University 188 p. application/pdf |
| institution |
Nanyang Technological University |
| building |
NTU Library |
| continent |
Asia |
| country |
Singapore Singapore |
| content_provider |
NTU Library |
| collection |
DR-NTU |
| language |
English |
| topic |
DRNTU::Engineering::Civil engineering::Structures and design |
| spellingShingle |
DRNTU::Engineering::Civil engineering::Structures and design Mulia Orientilize. Strength of steel I-beam to CFT column connection with composite slab |
| description |
The aim of this project is to investigate the static behavior of composite connections comprising of steel I section beams welded to concrete filled circular hollow section (CHS) column connection with a composite slab subjected to negative bending moment. |
| author2 |
Chiew, Sing Ping |
| author_facet |
Chiew, Sing Ping Mulia Orientilize. |
| format |
Theses and Dissertations |
| author |
Mulia Orientilize. |
| author_sort |
Mulia Orientilize. |
| title |
Strength of steel I-beam to CFT column connection with composite slab |
| title_short |
Strength of steel I-beam to CFT column connection with composite slab |
| title_full |
Strength of steel I-beam to CFT column connection with composite slab |
| title_fullStr |
Strength of steel I-beam to CFT column connection with composite slab |
| title_full_unstemmed |
Strength of steel I-beam to CFT column connection with composite slab |
| title_sort |
strength of steel i-beam to cft column connection with composite slab |
| publishDate |
2008 |
| url |
http://hdl.handle.net/10356/11940 |
| _version_ |
1759857247432736768 |