1887

oa Civil Engineering = Siviele Ingenieurswese - A proposed parametric design model for shear in reinforced concrete

 

Abstract

An ultimate limit state design model is presented for use in unusual situations of shear evaluation or for general use in explaining aspects of shear behaviour.

Loading

Article metrics loading...

/content/civeng/29/4/AJA10212019_21463
1987-04-01
2016-12-07
This is a required field
Please enter a valid email address
Approval was a Success
Invalid data
An Error Occurred
Approval was partially successful, following selected items could not be processed due to error