Compatibility and equilibrium approach to design of slender concrete columns
This project uses a theoretical formula to study the behaviour of slender high strength concrete columns which are pin-ended and subjected to a short term bending about the minor axis. It gives a good estimation for concrete with strength of 100 N/mm² to 120 N/mm², but underestimates the strain for...
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Format: | Final Year Project |
Language: | English |
Published: |
2010
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Online Access: | http://hdl.handle.net/10356/38568 |
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Institution: | Nanyang Technological University |
Language: | English |