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Seismic performance assessment of a super high-rise twin-tower structure connected with rotational friction negative stiffness damper and lead rubber bearing
Research article (Soil Dynamics and Earthquake Engineering, 2021) · cited 39× · AI/ML
Seismic performance assessment of a super high-rise twin-tower structure connected with rotational friction negative stiffness damper and lead rubber bearing
Summary
Seismic performance assessment of a super high-rise twin-tower structure connected with rotational friction negative stiffness damper and lead rubber bearing is a scholarly article[1].
Key Facts
Seismic performance assessment of a super high-rise twin-tower structure connected with rotational friction negative stiffness damper and lead rubber bearing's instance of is recorded as scholarly article[2].
References
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APA4ort.xyz Knowledge Graph. (2026). Seismic performance assessment of a super high-rise twin-tower structure connected with rotational friction negative stiffness damper and lead rubber bearing. Retrieved May 24, 2026, from https://4ort.xyz/entity/seismic-performance-assessment-of-a-super-high-rise-twin-tower-structure-connected-with-rotational-friction-negative-sti
MLA“Seismic performance assessment of a super high-rise twin-tower structure connected with rotational friction negative stiffness damper and lead rubber bearing.” 4ort.xyz Knowledge Graph, 4ort.xyz, 24 May. 2026, https://4ort.xyz/entity/seismic-performance-assessment-of-a-super-high-rise-twin-tower-structure-connected-with-rotational-friction-negative-sti.
BibTeX@misc{4ortxyz_seismic-performance-assessment-of-a-super-high-rise-twin-tower-structure-connected-with-rotational-friction-negative-sti_2026, author = {{4ort.xyz Knowledge Graph}}, title = {{Seismic performance assessment of a super high-rise twin-tower structure connected with rotational friction negative stiffness damper and lead rubber bearing}}, year = {2026}, url = {https://4ort.xyz/entity/seismic-performance-assessment-of-a-super-high-rise-twin-tower-structure-connected-with-rotational-friction-negative-sti}, note = {Accessed: 2026-05-24}}
LLM promptAccording to 4ort.xyz Knowledge Graph (aggregator of Wikidata, Wikipedia, and authoritative open-data sources): Seismic performance assessment of a super high-rise twin-tower structure connected with rotational friction negative stiffness damper and lead rubber bearing — https://4ort.xyz/entity/seismic-performance-assessment-of-a-super-high-rise-twin-tower-structure-connected-with-rotational-friction-negative-sti (retrieved 2026-05-24)
