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Plastic Hinge Length for Lightly Reinforced Rectangular Concrete Walls
This research investigates the plastic hinge length in lightly reinforced rectangular walls typically found in regions of low-to-moderate seismicity. Poor performance has been exhibited by lightly reinforced concrete walls in past earthquake events. A series of finite element analyses have been carried out which demonstrate that if the longitudinal reinforcement ratio in the wall is below a certain threshold value, there will not be sufficient reinforcement to cause secondary cracking, and instead fracture of the longitudinal reinforcement at a single crack could occur. A plastic hinge length equation has been derived based on the results from the numerical simulations.
Plastic Hinge Length for Lightly Reinforced Rectangular Concrete Walls
This research investigates the plastic hinge length in lightly reinforced rectangular walls typically found in regions of low-to-moderate seismicity. Poor performance has been exhibited by lightly reinforced concrete walls in past earthquake events. A series of finite element analyses have been carried out which demonstrate that if the longitudinal reinforcement ratio in the wall is below a certain threshold value, there will not be sufficient reinforcement to cause secondary cracking, and instead fracture of the longitudinal reinforcement at a single crack could occur. A plastic hinge length equation has been derived based on the results from the numerical simulations.
Plastic Hinge Length for Lightly Reinforced Rectangular Concrete Walls
Hoult, Ryan (author) / Goldsworthy, Helen (author) / Lumantarna, Elisa (author)
Journal of Earthquake Engineering ; 22 ; 1447-1478
2018-09-14
32 pages
Article (Journal)
Electronic Resource
English
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