Shear behaviour of high strength concrete walls subjected to cyclic lateral loading
This experimental study investigated shear behaviour of high strength concrete (HSC) walls with concrete strength about 100 MPa. Parameters investigated are wall height to length ratio, vertical and horizontal web reinforcement ratios, and presence of boundary elements. The experimental results show...
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| Format: | Theses and Dissertations |
| Language: | English |
| Published: |
2017
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| Online Access: | http://hdl.handle.net/10356/69965 |
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| Institution: | Nanyang Technological University |
| Language: | English |