Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Flexural Strength Prediction of Unbonded Post-tensioned Masonry Walls
Abstract A design equation is developed in this chapter to predict the in-plane flexural strength of unbonded PT-MWs. Using well-validated finite element models, a parametric study is performed to investigate the effect of different parameters on the wall rotation and compression zone length, including axial stress ratio, length and height of the wall, initial to yield stress ratio of PT bars and spacing between PT bars.
Flexural Strength Prediction of Unbonded Post-tensioned Masonry Walls
Abstract A design equation is developed in this chapter to predict the in-plane flexural strength of unbonded PT-MWs. Using well-validated finite element models, a parametric study is performed to investigate the effect of different parameters on the wall rotation and compression zone length, including axial stress ratio, length and height of the wall, initial to yield stress ratio of PT bars and spacing between PT bars.
Flexural Strength Prediction of Unbonded Post-tensioned Masonry Walls
Dr. Hassanli, Reza (Autor:in)
08.08.2018
39 pages
Aufsatz/Kapitel (Buch)
Elektronische Ressource
Englisch
In-plane flexural strength of unbonded post-tensioned concrete masonry walls
| Online Contents | 2017
Simplified Approach to Predict the Flexural Strength of Unbonded Post-tensioned Masonry Walls
| Springer Verlag | 2018
Experimental Investigation of Unbonded Post-tensioned Masonry Walls
| Springer Verlag | 2018