Cyclic Loading Test for Reinforced Concrete Walis (Aspect Ratio 2.0) with Grade 550 Mpa (80 Ksi) Shear Reinforcing Bars

Park, Hong-Gun Baek, Jang-Woon Shin, Hyun-Mock Yim, Sang-Jun

Cyclic Loading Test for Reinforced Concrete Walis (Aspect Ratio 2.0) with Grade 550 Mpa (80 Ksi) Shear Reinforcing Bars - 673-686 p.


Cyclic Loading
Reinforced Concrete Wali
Shear Strength