Muhammad Kashif Shahzad

Shear behaviour of ordinary strength RC slender beams (Test on Beams with Minimal Shear and Moderate Longitudinal Reinforcement at Shear Span to Depth Ratio of 2.5) / Muhammad Kashif Shahzad. - Islamabad: NICE - NUST, 2014. - 87 p. : ill. ; 30cm.




Structural Engineering MS-Thesis.

624.1