NONLINEAR BEHAVIOR OF RETROFITTED REINFORCED CONCRETE BEAM COLUMN JOINTS SEVERELY DAMAGED FROM EARTHQUAKE LOAD SIMULATION
<p align="justify">An earthquake resistant structure should have certain performance level when struck by certain level of earthquake such as when it is a strong level earthquake, it may deform inelastically without any significant strength degradation to prevent any fatalities. When...
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| Format: | Theses |
| Language: | Indonesia |
| Online Access: | https://digilib.itb.ac.id/gdl/view/29602 |
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| Institution: | Institut Teknologi Bandung |
| Language: | Indonesia |
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