Parametric Study On The Effectiveness Of A Novel Flat Truss Shape Punching Shear Reinforcement Using Finite Element Model
This research aims to gain understanding of the behaviour of a slab-column model in terms of deformation and stress in the steel reinforcement when subjected to force at the top column surface. The intention is to simulate the punching shear failure of a flat slab in a building using ANSYS Static...
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| Format: | Monograph |
| Language: | English |
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Universiti Sains Malaysia
2018
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| Online Access: | http://eprints.usm.my/52823/1/Parametric%20Study%20On%20The%20Effectiveness%20Of%20A%20Novel%20Flat%20Truss%20Shape%20Punching%20Shear%20Reinforcement%20Using%20Finite%20Element%20Model_Chan%20Wai%20Kit_A9_2018.pdf |