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  13. 173

    Les piles intra muros de l’aqueduc du Gier, rue Roger-Radisson à Lyon by Éric Bertrand

    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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  14. 174

    L’aqueduc de l’Yzeron : nouvelles données sur le double siphon de Craponne (Métropole de Lyon) by David Baldassari

    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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  15. 175

    Restructuring of the Electricity Industry and Environmental Issues: A California Research Program by Edward L. Vine

    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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  16. 176

    Optimization of Anti-Scour Device Combined with Perforated Baffle and Ring-Wing Plate Based on a Multi-Factor Orthogonal Experiment by Yan Wang, Rongjun Liao, Pei Yuan, Jinchao Chen

    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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  17. 177

    Optimization of Temperature-Control Measures for Concrete Structures: A Case Study of the Sluice Project by Yaoying Huang

    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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  18. 178

    Shaking Table Tests of Curved Bridge considering Bearing Friction Sliding Isolation by Lei Yan, Qingning Li, Chun Han, Haotian Jiang

    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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  19. 179

    Influence of Soil-Structure Interaction on the Seismic Response of a Continuous Bridge with Friction Pendulum System by Bing Li, Chong Fu, Guolong Liu, Wei Wei, Junfa Duan, Bin Wang

    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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  20. 180

    Les installations portuaires romaines d’Incarville (Eure) by Laurent Paez-Rezende

    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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