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Release velocity ImprovemenT with a new Metronome guIding chest COmpressions: The RITMICO simulation study
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Les piles intra muros de l’aqueduc du Gier, rue Roger-Radisson à Lyon
Published 2023-12-01“…The excavations conducted around the last pier (no. 10), partially preserved in the foundations of a house, revealed the unusual design of this structure. …”
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L’aqueduc de l’Yzeron : nouvelles données sur le double siphon de Craponne (Métropole de Lyon)
Published 2023-12-01“…In the first phase, monitoring was conducted prior to the erection of scaffolding and the excavation of a trench to establish the stability of the foundation wall of the eastern pier. In the second phase, a building survey was carried out on the two piers. …”
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Restructuring of the Electricity Industry and Environmental Issues: A California Research Program
Published 2001-01-01“…PIER includes the full range of research, development, and demonstration activities that will advance science or technology not adequately provided by competitive and regulated markets.� The PIER Program is comprised of six PIER Program funding areas, including the Energy-Related Environmental Research. …”
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Optimization of Anti-Scour Device Combined with Perforated Baffle and Ring-Wing Plate Based on a Multi-Factor Orthogonal Experiment
Published 2025-01-01“…Under the protection of the combined device, the maximum scour depth reduction rate in front of the pier is between 65.18% and 81.01%, while that at the side of the pier is between 52.63% and 68.42%. …”
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Optimization of Temperature-Control Measures for Concrete Structures: A Case Study of the Sluice Project
Published 2018-01-01“…Temperature control and crack prevention in sluice pier concrete is a key issue in the early design and construction period. …”
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Shaking Table Tests of Curved Bridge considering Bearing Friction Sliding Isolation
Published 2016-01-01“…For the isolation model curved bridge, the maximum reduction rate of peak acceleration on the top of pier was 24.6% compared with that on the bottom of pier. …”
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Influence of Soil-Structure Interaction on the Seismic Response of a Continuous Bridge with Friction Pendulum System
Published 2022-01-01“…Results show that the effect of SSI is limited on the isolation period of the bridge, but significant on the response amplitude of the bridge structures, and particularly on the response amplitude at the pier top and bottom. The displacement and acceleration at the pier top are underestimated, while the shear force and bending moment at the pier bottom are overestimated if the SSI effects are ignored, which suggests that SSI should be considered in the seismic analyses of continuous bridges.…”
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Les installations portuaires romaines d’Incarville (Eure)
Published 2020-12-01“…The port facilities were comprised of a channel, a quay and a pier, occupying the wetland, and of several buildings erected on the terrace. …”
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