PERILAKU BALOK PRATEGANG PARSIAL. DENGAN SISTEM PRATARIK YANG MENERIMA BEBAN MONOTONI
This research deals with a study of the shear failure mechanism for both original and repaired pre-tensioning concrete beams. Ten specimens with aspect ratio a/d=3 in concrete compressive strength of 30 AMPa, 60 MPa, 70 MPa,, with partial prestressing ratio of 60% and 100% were tested under monotoni...
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| Format: | Theses |
| Language: | Indonesia |
| Online Access: | https://digilib.itb.ac.id/gdl/view/2896 |
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| Institution: | Institut Teknologi Bandung |
| Language: | Indonesia |