Earthquake Engineering & Structural Dynamics
October 2, 2014
Title
RC Shear Strength in the Structural Design
Abstract
The high tension rebar, SD420 (W), may lead to the non-suitable structural design which has the larger rebar space, and the higher variability may raise the failure risk of engineering design on the shear strength. The stirrup must adopt the low tension rebar, SD280 (W) as the shear design of the beam and column, and the base shear of 1F columns can be accepted to adopt the high tension rebar, SD420 (W), to strengthen the weakness with the minimum rebar space, 7.5cm.
Keywords: Stirrup, Shear Strength, Concrete Structures
October 2, 2014
Title
RC Shear Strength in the Structural Design
Abstract
The high tension rebar, SD420 (W), may lead to the non-suitable structural design which has the larger rebar space, and the higher variability may raise the failure risk of engineering design on the shear strength. The stirrup must adopt the low tension rebar, SD280 (W) as the shear design of the beam and column, and the base shear of 1F columns can be accepted to adopt the high tension rebar, SD420 (W), to strengthen the weakness with the minimum rebar space, 7.5cm.
Keywords: Stirrup, Shear Strength, Concrete Structures
