STUDY OF PARAMETERS AFFECTING HYSTERETIC BEHAVIOR OF EXTERIOR BEAM-COLUMN JOINT
required to avoid shear failure of the beam-column joint. In the ACI 318-14 requirements, joint shear strength is only affected by geometry, effective joint area and concrete compressive strenght. Joint hoops doesn’t affect joint shear strenght, while the ACI 318-14 requirements for adequate join...
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| Format: | Theses |
| Language: | Indonesia |
| Online Access: | https://digilib.itb.ac.id/gdl/view/70772 |
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| Institution: | Institut Teknologi Bandung |
| Language: | Indonesia |
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