Slender high strength concrete columns
The present investigation uses analytical and experimental methods to study the behaviour of slender high strength concrete columns which are pin-ended and subjected to short term bending about the minor axis. Three theoretical methods are proposed. The validity of these theoretical methods for the...
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| Format: | Theses and Dissertations |
| Language: | English |
| Published: |
2009
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| Subjects: | |
| Online Access: | http://hdl.handle.net/10356/14930 |
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| Institution: | Nanyang Technological University |
| Language: | English |