Probabilistic assessment of the ultimate load-bearing capacity in laterally restrained two-way reinforced concrete slabs
Summary
Probabilistic assessment of the ultimate load-bearing capacity in laterally restrained two-way reinforced concrete slabs is a scholarly article[1].
Key Facts
Probabilistic assessment of the ultimate load-bearing capacity in laterally restrained two-way reinforced concrete slabs's instance of is recorded as scholarly article[2].
References
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APA4ort.xyz Knowledge Graph. (2026). Probabilistic assessment of the ultimate load-bearing capacity in laterally restrained two-way reinforced concrete slabs. Retrieved May 24, 2026, from https://4ort.xyz/entity/probabilistic-assessment-of-the-ultimate-load-bearing-capacity-in-laterally-restrained-two-way-reinforced-concrete-slabs
MLA“Probabilistic assessment of the ultimate load-bearing capacity in laterally restrained two-way reinforced concrete slabs.” 4ort.xyz Knowledge Graph, 4ort.xyz, 24 May. 2026, https://4ort.xyz/entity/probabilistic-assessment-of-the-ultimate-load-bearing-capacity-in-laterally-restrained-two-way-reinforced-concrete-slabs.
BibTeX@misc{4ortxyz_probabilistic-assessment-of-the-ultimate-load-bearing-capacity-in-laterally-restrained-two-way-reinforced-concrete-slabs_2026, author = {{4ort.xyz Knowledge Graph}}, title = {{Probabilistic assessment of the ultimate load-bearing capacity in laterally restrained two-way reinforced concrete slabs}}, year = {2026}, url = {https://4ort.xyz/entity/probabilistic-assessment-of-the-ultimate-load-bearing-capacity-in-laterally-restrained-two-way-reinforced-concrete-slabs}, note = {Accessed: 2026-05-24}}
LLM promptAccording to 4ort.xyz Knowledge Graph (aggregator of Wikidata, Wikipedia, and authoritative open-data sources): Probabilistic assessment of the ultimate load-bearing capacity in laterally restrained two-way reinforced concrete slabs — https://4ort.xyz/entity/probabilistic-assessment-of-the-ultimate-load-bearing-capacity-in-laterally-restrained-two-way-reinforced-concrete-slabs (retrieved 2026-05-24)
