Estimating the punching shear capacities of concrete slabs reinforced by steel and FRP rebars with ANN-Based GUI toolbox
Summary
Estimating the punching shear capacities of concrete slabs reinforced by steel and FRP rebars with ANN-Based GUI toolbox is a scholarly article[1].
Key Facts
Estimating the punching shear capacities of concrete slabs reinforced by steel and FRP rebars with ANN-Based GUI toolbox's instance of is recorded as scholarly article[2].
References
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APA4ort.xyz Knowledge Graph. (2026). Estimating the punching shear capacities of concrete slabs reinforced by steel and FRP rebars with ANN-Based GUI toolbox. Retrieved May 24, 2026, from https://4ort.xyz/entity/estimating-the-punching-shear-capacities-of-concrete-slabs-reinforced-by-steel-and-frp-rebars-with-ann-based-gui-toolbox
MLA“Estimating the punching shear capacities of concrete slabs reinforced by steel and FRP rebars with ANN-Based GUI toolbox.” 4ort.xyz Knowledge Graph, 4ort.xyz, 24 May. 2026, https://4ort.xyz/entity/estimating-the-punching-shear-capacities-of-concrete-slabs-reinforced-by-steel-and-frp-rebars-with-ann-based-gui-toolbox.
BibTeX@misc{4ortxyz_estimating-the-punching-shear-capacities-of-concrete-slabs-reinforced-by-steel-and-frp-rebars-with-ann-based-gui-toolbox_2026, author = {{4ort.xyz Knowledge Graph}}, title = {{Estimating the punching shear capacities of concrete slabs reinforced by steel and FRP rebars with ANN-Based GUI toolbox}}, year = {2026}, url = {https://4ort.xyz/entity/estimating-the-punching-shear-capacities-of-concrete-slabs-reinforced-by-steel-and-frp-rebars-with-ann-based-gui-toolbox}, note = {Accessed: 2026-05-24}}
LLM promptAccording to 4ort.xyz Knowledge Graph (aggregator of Wikidata, Wikipedia, and authoritative open-data sources): Estimating the punching shear capacities of concrete slabs reinforced by steel and FRP rebars with ANN-Based GUI toolbox — https://4ort.xyz/entity/estimating-the-punching-shear-capacities-of-concrete-slabs-reinforced-by-steel-and-frp-rebars-with-ann-based-gui-toolbox (retrieved 2026-05-24)
