Optimal Design of Diversion Piers of Lateral Intake Pumping Station Based on Orthogonal Test by Jiren Zhou, Miaomiao Zhao, Chuan Wang, Zhenjun Gao

“…To explore the rectification parameters of the diversion piers optimized for the forebay of the pump station with a lateral angle of 45°, the orthogonal experiment and computational fluid dynamics methods are used to analyze the flow characteristics of the diversion piers under different parameter combinations. …”
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Computational Modelling Strategies for Nonlinear Response Prediction of Corroded Circular RC Bridge Piers by Mohammad M. Kashani, Laura N. Lowes, Adam J. Crewe, Nicholas A. Alexander

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Automatic Calculation Method for Effective Length Factor of Bridge Piers Considering Shear Deformation by Shuiping Fang, Chongjun Liu, Chun Zhang

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Research on the Wing-Type Antiscour Device of Pier Based on Scour Test and Numerical Simulation by Yan Wang, Xiaoli Shen, Jinchao Chen, Zhejiang Chen, Jing Liu

“…In order to reduce the local scour before the antiscour device of piers, this paper proposed an improvement on a “V-type” device. …”
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Study on Rapid Repair Method of Earthquake Damaged Pier Column Based on Multi-Level Fortification by Xiuli Xu, Lingxin Yan, Han Wu, Xu Chen, Shenpeng Xu, Xuehong Li

Subjects: “…earthquake-damaged bridge piers…”
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Influence of Load Test Scale on Prediction of Ultimate Bearing Capacity of Aggregate Pier Reinforced Clay by Sung-Ha Baek, Taeho Bong

“…Predicting the bearing capacity of spread footings on aggregate pier-reinforced soil is particularly important for ground improvement. …”
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Experiment and Simulation on the Anticollision Performance of a New Corrugated Steel Protection System for Bridge Piers by Guicheng Chen, Haidong Huang, Zhongfu Xiang

“…Results can provide a certain numerical analysis basis for the structural design and research of new types of corrugated steel protection system for bridge pier.…”
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Research on Pre-stress Loading Method for Large Pre-stressed Concrete Pier Model Experiment by YUAN Hui, GE Ming, WEI Peng

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Experimental and Numerical Analysis of Hollow and Solid Reinforced Concrete Piers under Static and Impact Loadings by Pengfei Yao, Junyu Zhu, Lu Zhu, Hai Fang, Changgen Qian

“…Collision on reinforced concrete (RC) piers by moving vessels or vehicles is a significant issue. …”
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Damage Assessment of an RC Pier under Noncontact Blast Loading Based on P-I Curves by Lu Liu, Zhouhong Zong, Biao Tang, Minghong Li

“…Therefore, the damage of reinforced concrete (RC) piers under blast loading should be studied. In this paper, the pier is simplified as a single degree of freedom (SDOF) system based on energy equality, and the blast loading distribution on the surface of the pier is simplified as a uniform distribution. …”
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Alain Naze, Temps et récit chez Walter Benjamin et Pier Paolo Pasolini by Alain Naze

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First-Time Application of Underwater Live Concrete for Economic Retrofitting of Damaged Bridge Piers in Bangladesh by S. Sowmik Islam, Quazi Umme Rukiya, Mirza Md Tasnim Mukarram

“…This paper presents a comprehensive analysis of the use of underwater concrete (UWC) in the retrofitting restoration of bridge piers in Bangladesh. In Bangladesh, UWC is a comparatively new technology, and this investigation represents the first instance of its application in practice. …”
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Non-Destructive Testing of Concrete Materials from Piers: Evaluating Durability Through a Case Study by Abraham Lopez-Miguel, Jose A. Cabello-Mendez, Alejandro Moreno-Valdes, Jose T. Perez-Quiroz, Jose M. Machorro-Lopez

“…The results obtained reveal important information about the current state of the piers and the damage caused by the environment over time. …”
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A Full-Scale Experimental Study of the Vertical Dynamic and Static Behavior of the Pier-Cap-Pile System by Jianlei Liu, Meng Ma

“…In the present study, a novel full-scale experimental study, including both TRM test and SLT, was performed on an abandoned bridge pier with grouped pile foundation. The test included three steps: firstly, testing the intact pier-cap-pile system; then, cutting off the pier and testing the cap-pile system; finally, cutting off the cap and testing the single pile. …”
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Adaptive reuse of modern heritage for cultural purpose: Hybridization strategies in Pier Luigi Nervi Hangar, Italy by Pasquale Cucco, Giulia Neri, Federica Ribera

“…This paper delves into a case study focusing on the hybridization project of a pivotal piece of Italian engineering history: the 1938 hangar designed by Pier Luigi Nervi in Salerno, Italy, a groundbreaking prefabricated reinforced concrete structure. …”
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Pasolini tal friúl. Un’indagine variantistica sulle poesie in friulano di Pier Paolo Pasolini by Paolo Tabacchini

“… Nel 1942, un giovanissimo Pier Paolo Pasolini dà alle stampe a sue spese la sua prima silloge poetica: Poesie a Casarsa. …”
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Non-linear analysis of masonry infilled steel frame under in-plane loading using Multi Pier method by Mohammad Mosa Ahmadvand, Ahmad Maleki, Masoud Pourbaba

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Seismic Performance Evaluation of Footing-to-Circular RC Pier Connection Reinforced by High-Manganese Steel Bars (HMSBs) by Jung-Kyun Kim, Hak-Eun Lee, Jongmin Kim, Jiho Moon

“…A footing-to-reinforced concrete (RC) pier connection resists the lateral load induced by earthquakes as well as the gravity load. …”
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Alexia Gassin & John Pier (eds), L’effacement selon Nabokov : Lolita versus The Original of Laura by Suzanne FRAYSSE

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Estimating the Uplift Bearing Capacity of Belled Piers Adjacent to Sloping Ground by Numerical Modeling Based on Field Tests by Yangchun Han, Jiulong Cheng, Weifeng Zheng, Shijun Ding

“…In order to evaluate the uplift bearing capacity of belled piers beside slopes, a series of numerical simulations are carried out based on field tests data. …”
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