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The ultimate capacity of the test beams was predicted using the proposed resistance-demand procedure.
The load carrying capacity of the beams was predicted using STM.
The shear capacity of the beams was predicted using the proposed procedure and compared with the experimental values.
The ultimate capacity of the beams was predicted using the ACI 318-11 code and ACI 440.1R-06 guidelines.
The fundamental frequency of the beams was predicted using simple analytical models and good correlation between the test results and predicted values could be obtained.
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The failure loads of tested beams were predicted using a simple strut and tie model by incorporating the effect of the strengthening system in the diagonal strut capacity.
It was noticeable that the flexural crack height was greater in the SCC and VC beams than it was predicted using cracked section analysis.
Stress was predicted using beam theory and finite element analysis (FEA).
In this study, the shear strength of deep beams made with NC and SCC was predicted using the formula in the ACI 318 (1999), Hsu Mau's explicit method (Hsu 1998; Mau and Hsu 1989) and strut-and-tie model suggested by Uribe and Alcocer (2002) based on ACI 318 Appendix A (2008).
Subcellular localization was predicted using SurfG+ [69].
The LRR domain was predicted using MANIFOLD.
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