Fragility and sensitivity analysis of steel frames with bolted-angle connections under progressive collapse
Summary
Fragility and sensitivity analysis of steel frames with bolted-angle connections under progressive collapse is a scholarly article[1].
Key Facts
Fragility and sensitivity analysis of steel frames with bolted-angle connections under progressive collapse's instance of is recorded as scholarly article[2].
References
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APA4ort.xyz Knowledge Graph. (2026). Fragility and sensitivity analysis of steel frames with bolted-angle connections under progressive collapse. Retrieved May 24, 2026, from https://4ort.xyz/entity/fragility-and-sensitivity-analysis-of-steel-frames-with-bolted-angle-connections-under-progressive-collapse
MLA“Fragility and sensitivity analysis of steel frames with bolted-angle connections under progressive collapse.” 4ort.xyz Knowledge Graph, 4ort.xyz, 24 May. 2026, https://4ort.xyz/entity/fragility-and-sensitivity-analysis-of-steel-frames-with-bolted-angle-connections-under-progressive-collapse.
BibTeX@misc{4ortxyz_fragility-and-sensitivity-analysis-of-steel-frames-with-bolted-angle-connections-under-progressive-collapse_2026, author = {{4ort.xyz Knowledge Graph}}, title = {{Fragility and sensitivity analysis of steel frames with bolted-angle connections under progressive collapse}}, year = {2026}, url = {https://4ort.xyz/entity/fragility-and-sensitivity-analysis-of-steel-frames-with-bolted-angle-connections-under-progressive-collapse}, note = {Accessed: 2026-05-24}}
LLM promptAccording to 4ort.xyz Knowledge Graph (aggregator of Wikidata, Wikipedia, and authoritative open-data sources): Fragility and sensitivity analysis of steel frames with bolted-angle connections under progressive collapse — https://4ort.xyz/entity/fragility-and-sensitivity-analysis-of-steel-frames-with-bolted-angle-connections-under-progressive-collapse (retrieved 2026-05-24)
