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Journal articles on the topic 'Bridge-bank'

Author: Grafiati

Published: 28 May 2022

Last updated: 30 July 2025

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1

Yashchenko, Kateryna. "Bridge Bank as a bank failure management tool: Ukraine’s case." Visegrad Journal on Human Rights, no. 4 (December 26, 2023): 98–102. http://dx.doi.org/10.61345/1339-7915.2023.4.17.

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The article aims to present an overview of Ukraine’s framework and experience on application of the bridge bank as a bank failure management tool. Ukraine’s regime, which is a single-track regime, allows using a bridge bank to deal with failures of any bank, including small and medium sized banks. System analysis of first and second level acts, as well as available scientific publications served as a methodological basis for the research. It may be concluded that Ukraine’s framework includes two variations of the bridge bank. As a general rule, a bridge bank shall be created for three months a

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2

Li, Shiya, Guowen Yao, Gaofeng Zhang, et al. "Study on the Damage Mechanism of Bank Slope-Bridge Pile Foundation Interaction under Reservoir Water Level Cycle." Applied Sciences 13, no. 12 (2023): 7014. http://dx.doi.org/10.3390/app13127014.

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The physical and mechanical properties of the reservoir bank slope deteriorate under the fluctuation of water level, causing bank debonding and slippage, which can produce different degrees of damage to the bridge foundation, piers, and superstructure, a condition that is difficult to treat. In this paper, for a Yangtze River Bridge bank slope instability problem in the Three Gorges reservoir area, a numerical model of the bank slope and bridge was established using the finite element-SPH conversion coupling algorithm, and the pile pier damage development law and damage mode (deformation and s

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3

Andrei, R. G., R. R. Kaushik, and R. W. Reinaker. "Bridge capacitor bank design and operation." IEEE Transactions on Power Delivery 11, no. 1 (1996): 227–33. http://dx.doi.org/10.1109/61.484020.

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Huang, Jian, Shixiong Tang, Zhiqing Liu, et al. "A Case Study for Stability Analysis of Toppling Slope under the Combined Action of Large Suspension Bridge Loads and Hydrodynamic Forces in a Large Reservoir Area." Water 15, no. 23 (2023): 4037. http://dx.doi.org/10.3390/w15234037.

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The foundation of a large river crossing bridge is often located on high and steep slopes in mountainous area, and the stability of the slope has a significant impact on the safety of the bridge. Not only the bridge load, but also the hydro-dynamical action in the reservoir area has a significant impact on the stability of the bank slope where the bridge foundation is located, especially for the toppling bank slope. This paper takes the stability of the toppling bank slope where the one major bridge foundation is located at on the Lancang River in China as an example. Through on-site explorati

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Li, Xiaokai, Xiaolong Zhang, Faming Zhang, Jian Huang, Shixiong Tang, and Zhiqing Liu. "A Case Study for Stability Analysis of a Toppling Bank Slope with Fault Fracture Zones Developed under the Action of Bridge Loads and Reservoir Water." Water 16, no. 3 (2024): 494. http://dx.doi.org/10.3390/w16030494.

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The mountainous areas of Southwest China have the characteristics of valley deep-cutting, a large topographic gradient, complex geological structures, etc. With the development of infrastructure construction in the area, the construction of bridges across valleys has gradually increased, and the phenomenon of slope failure occurs more and more frequently. As the weak interlayer, the fault fracture zones have a significant influence on the geological structure and stability of slopes, while the complexity of the mechanism of the deformation and failure of slopes increases with the combination o

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El Refai, Bahia S., and Patrick J. Naughton. "Numerical analysis of stress concentration around bridge bank seat in Geosynthetic Reinforced Soil – Integrated Bridge Systems (GRS-IBS)." IOP Conference Series: Materials Science and Engineering 1260, no. 1 (2022): 012037. http://dx.doi.org/10.1088/1757-899x/1260/1/012037.

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Abstract Geosynthetic Reinforced Soil – Integrated Bridge Systems involve directly supporting the bridge abutment bank seat on the top of a reinforced soil structure without piles or bridge bearings. Analysis, using Plaxis 2D, found that the arrangement of geogrid in the upper part of the reinforced soil abutment, the distance of the abutment bank seat from the wall face and the direction of horizontal load application were important considerations in controlling the deformational response of the abutment. Placing the bank seat further away from the wall face reduced wall displacement, peak ve

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Sturman, Michael C. "Building a Bridge from the Other Bank." Cornell Hotel and Restaurant Administration Quarterly 44, no. 2 (2003): 9–13. http://dx.doi.org/10.1177/0010880403442001.

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8

Aulia, Humam, Eka Nugroho, Sri Legowo, and Agus Suprapto Kusmulyono. "Dynamic Analysis of Changes in Jambu Riverbed and Banks: Case Study Around Cikuya Bridge." JURNAL TEKNIK HIDRAULIK 15, no. 1 (2024): 15–30. http://dx.doi.org/10.32679/jth.v15i1.732.

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Several cross-sections of the Jambu River, particularly around the Cikuya Bridge, have experienced bank collapse phenomena. This paper interprets the issues related to bank collapse and its impact on the flow capacity of the Jambu River, especially around the Cikuya Bridge. Morphological changes were simulated using a sediment transport model implemented in the Hydrologic Engineering Center's River Analysis System (HEC-RAS) 6.3.1, integrated with the ARS-USDA Bank Stability and Toe Erosion Model (BSTEM). The simulation results indicate that over a period of 10 years, the thalweg elevation (the

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9

STEPANETS, Viktoriia, and Iryna KRASNOVA. "BANKS’RESOLUTION INSTRUMENTS IN UKRAINE." Herald of Khmelnytskyi National University. Economic sciences 324, no. 6 (2023): 95–102. http://dx.doi.org/10.31891/2307-5740-2023-324-6-15.

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It should be noted that the problems of liquidation and resolution of banking institutions and the regulatory framework for this process remain poorly researched. The domestic practice of resolving bank is not perfect and should be harmonized with the European practice. The purpose of the research is to systematize the main ways of resolving domestic banks. The author distinguishes the components of the resolution mechanism, the form and nature of which depend on the adopted rules of regulation in a particular country. The article analyzes the resolution instruments for domestic banks. The aut

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Heo, Gwanghee, and Joonryong Jeon. "Dynamic Characteristics Estimation of Cable-Stayed Bridge Using Artificial Filter Bank (AFB)." International Journal of Engineering and Technology 7, no. 1 (2015): 8–11. http://dx.doi.org/10.7763/ijet.2015.v7.756.

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11

Jia, Yi, Chaokuan Wei, Ziqiu Huang, Qi Li, Ping Liao, and Wencong Lin. "Cable Force Calculation of Cable Hoisting of CFST Arch Bridge Research." Buildings 13, no. 9 (2023): 2370. http://dx.doi.org/10.3390/buildings13092370.

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To effectively control the stress state and spatial alignment of arch ribs in the cable hoisting construction of a long-span, concrete-filled, steel tube arch bridge and ensure the safety of the structure, it is necessary to calculate and determine the appropriate cable force. Based on the actual project of a double-span, concrete-filled, steel tubular arch bridge, the construction stage of the left span of the bridge from the beginning of construction to the closure is taken as an example. The linear control method of “quiet do not move” is adopted. Based on the principle that the vertical di

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12

Jitendra, Sunte. "100% Result Achievement in Academics of Educational Institutes through AI." Research and Reviews: Advancement in Cyber Security 2, no. 1 (2024): 12–14. https://doi.org/10.5281/zenodo.13990166.

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<em>In each educational institute’s academic records, it’s a big task to achieve 100% results, nothing but passing all students without any backlogs, for this one must gain first superpower and follow the AI with natural intelligence. It’s teamwork with superpowers in almost every stage; AI is required. The neural network and a connected assembly of wooden sticks attached to the neural network of all students and the bridge gap are found; almost this gap should be crossed. This is the one trick to clear the subjects of all students with a 100% result. So in these concerns, ar

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CHMIELEWSKI , Ryszard, Mieczysław PIECHOTA , and Bartosz BAWIEC . "Emergency use of a floating bridge within a large urban conurbation." Engineering Expert, no. 1 (December 31, 2020): 24–34. http://dx.doi.org/10.37105/enex.2020.1.1.04.

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The article presents an analysis of the use of a floating bridge within a large urban conurbation in an emergency situation. The analysis is associated with a failure of the system transferring sewage from left-bank Warsaw to the ‘Czajka’ treatment plant located on the right-bank of the Vistula River. It includes checking the load bearing capacity of a typical floating bridge structure constructed using the PP-64 pontoon system supporting two pipelines transporting sewage across a wide water obstacle.

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Inoue, Takuya, Jagriti Mishra, Kazuo Kato, Tamaki Sumner, and Yasuyuki Shimizu. "Supplied Sediment Tracking for Bridge Collapse with Large-Scale Channel Migration." Water 12, no. 7 (2020): 1881. http://dx.doi.org/10.3390/w12071881.

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Here, we provide a numerical model that assigns an identification number to trace sediments and also identify the source of sediment supply. We analyze the efficacy of our model by reproducing the reach-scale field observations from flooding events in 2010 and 2016 that affected Kyusen Bridge over the Bebetsu River, Hokkaido, Japan. Our simulation results can successfully reproduce and trace the formation of bars caused by sediment supply in the study region. Our study also suggests a strong relationship between bank erosion rate, sediment supply and flow-discharge. The bank erosion rate is hi

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Zhang, Kaixuan, Weifo Xiao, Haojie Zhu, et al. "Analysis of Uneven Settlement of Long-Span Bridge Foundations Based on SBAS-InSAR." Remote Sensing 17, no. 2 (2025): 248. https://doi.org/10.3390/rs17020248.

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Bridge foundation settlement monitoring is crucial for infrastructure safety management, as uneven settlement can lead to stress redistribution, structural damage, and potentially catastrophic collapse. While traditional contact sensors provide reliable measurements, their deployment is labor-intensive and costly, especially for long-span bridges. Current remote sensing methods have not been thoroughly evaluated for their capability to detect and analyze complex foundation settlement patterns in challenging environments with multiple influencing factors. Here, we applied Small Baseline Subsets

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16

Chavan, Vidya Subhash, Shen-En Chen, Navanit Sri Shanmugam, et al. "An Analysis of Local and Combined (Global) Scours on Piers-on-Bank Bridges." CivilEng 3, no. 1 (2021): 1–20. http://dx.doi.org/10.3390/civileng3010001.

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This paper examines the scour problems related to piers-on-bank bridges resulting from frequently flooded and/or constricted waterways. While local scour problems for bridge piers in riverine channels have been addressed extensively in the literature, there have been few studies addressing piers-on-bank scour scenarios. A comprehensive three-dimensional finite element analysis using the element removal (ER) technique has been performed on a recently constructed bridge with an observable scour problem on multiple piers. The analysis is further extended to study the effect of “combined scour” or

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17

PAGE, RONALD. "The Ancient Bridge of Stirling: Investigations 1988–2000." Scottish Archaeological Journal 23, no. 2 (2001): 141–65. http://dx.doi.org/10.3366/saj.2001.23.2.141.

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The Ancient Bridge of Stirling was destroyed in 1297 after the Battle of Stirling Bridge. Unlike the Old Bridge, which still stands, the remains of the Ancient Bridge are below water in the River Forth. This paper describes the investigations since 1988 of those remains. Two masonry piers reported in 1905, one under water in the tidal river and the other under a sandbank, were re-located and their positions surveyed. Two additional piers were located by probing under the sandbank. Divers made some under water investigations. The four piers lie in a straight line diagonally across the River For

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18

Journal, Baghdad Science. "Evaluation of the Organic-Pollution Based on the Determination of some Polycyclic Aromatic Hydrocarbons(PAHs) in Tigris River Water in 2012 at Baghdad City , Iraq." Baghdad Science Journal 11, no. 2 (2014): 399–406. http://dx.doi.org/10.21123/bsj.11.2.399-406.

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This study aims to predict the organic pollution produced from the presence of some polycyclic aromatic hydrocarbons (PAHs) and determination it's concentrations (µg/L , ppb) in Tigris river water by a collection twenty-seven water samples from a selected three stations with nine sampling sites and three depths of water (5 cm , 2 m and 4 m) each site for 4.6 km distance of a geographic studied area which is located between the ( Al-Senak and AL-Sarrafiah bridges ) at Baghdad city – Iraq on May, 2012. The geographic location was determined with a Global Positioning System (GPS) and Geographic I

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19

Al-Rubaie, Kamal H., Abdel-Amir M. Fenjan, and Wasan A. Mahmood. "Evaluation of the Organic-Pollution Based on the Determination of some Polycyclic Aromatic Hydrocarbons(PAHs) in Tigris River Water in 2012 at Baghdad City , Iraq." Baghdad Science Journal 11, no. 2 (2014): 399–406. http://dx.doi.org/10.21123/bsj.2014.11.2.399-406.

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This study aims to predict the organic pollution produced from the presence of some polycyclic aromatic hydrocarbons (PAHs) and determination it's concentrations (µg/L , ppb) in Tigris river water by a collection twenty-seven water samples from a selected three stations with nine sampling sites and three depths of water (5 cm , 2 m and 4 m) each site for 4.6 km distance of a geographic studied area which is located between the ( Al-Senak and AL-Sarrafiah bridges ) at Baghdad city – Iraq on May, 2012. The geographic location was determined with a Global Positioning System (GPS) and Geographic I

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20

Islam, MH, M. Faisal, and KA Mahmood. "Environmental Impact Assessment of Boga Bridge Patukhali." Journal of Environmental Science and Natural Resources 8, no. 1 (2015): 73–77. http://dx.doi.org/10.3329/jesnr.v8i1.24675.

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The economic development and social unity largely depend on the communication facilities. Improvement of national highway network in Bangladesh has been obstructed due to some rivers. Lohalia is one of the largest rivers in Patuakhali district divides Bauphal and Dumki upazila. The major transport barrier between the Bauphal and Patuakhali, Barisal city is Boga Bridge. The proposed 900 meter long Boga Bridge will be constructed under the supervision of World Bank, ADB, local and international experts. This paper shows the environmental impact assessment of Boga Bridge over the Lohalia River. T

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21

Jairin, Jairin. "BANK SYARIAH DAN BANK KONFESIONAL DENGAN NILAI DAN KANDUNGAN TERHADAP PERBEDAAN PENERAPAN DAN PENEGELOLAAN KINERJA KEUANGAN SECARA SYARIAH DAN KONFESIONAL." SANGAJI: Jurnal Pemikiran Syariah dan Hukum 5, no. 2 (2021): 252–71. http://dx.doi.org/10.52266/sangaji.v5i2.700.

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The name of someone, something, institution had a certain meaning. A meaning depended so much on someone’s perception to an object. Perception of society to Sharia Bank had an impact to society behavior towa rd Sharia Bank. There was a gap here between bank and society which had to be acted as a bridge through policy and socialization program. Socialization policy which was planned, adaptive, and interesting could minimize the misperception risk. Socially, sosialization program was the enculturization of sharia bank values process, and it was understood as the form of civil education.

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22

Fathoni, Choirul, and Jairin Jairin. "Principles of Performance and Financial Management between Islamic Banks and Conventional Banks." Majapahit Journal of Islamic Finance and Management 1, no. 2 (2022): 164–78. http://dx.doi.org/10.31538/mjifm.v1i2.12.

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The name of someone, something, and institution had a certain meaning. A meaning depends so much on someone’s perception to an object. Perception of society to Sharia Bank had an impact to society behavior toward Sharia Bank. There was a gap here between bank and society which had to be acted as a bridge through policy and socialization program. Socialization policy which was planned, adaptive, and interesting could minimize the misperception risk. Socially, the socialization program was the enculturization of sharia bank values process, and it was understood as the form of civil education.

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23

AL-Thamiry, Hayder AbdulAmeer K., and Taymaa Maziad AbdulAzeez. "Two – Dimensional Mathematical Model to Study Erosion Problem of Tigris River Banks at Nu’maniyah." Journal of Engineering 23, no. 1 (2017): 112–35. http://dx.doi.org/10.31026/j.eng.2017.01.08.

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The high and low water levels in Tigris River threaten the banks of the river. The study area is located on the main stream of Tigris River at Nu’maniyah City and the length of the considered reach is 5.4 km, especially the region from 400 m upstream Nu’maniyah Bridge and downstream of the bridge up to 1250 mwhich increased the risk ofthe problemthat itheading towardsthe streetand causingdanger tonearbyareas. The aim of this research is to identify the reason of slope collapse and find proper treatments for erosion problem in the river banks with the least cost. The modeling approach con

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kaluti, Dr Mahesh, Tejas kumar N, Vikas chandra guru, Rajath S, and SHIVRAJ S. "Virtual Blood and Sperm Bank for Dogs." International Journal of Innovative Science and Research Technology 5, no. 6 (2020): 699–701. http://dx.doi.org/10.38124/ijisrt20jun367.

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Virtual blood bank is the online based management system. allows online ordering ,request delivery of blood for transfusion. sperm bank, semen bank is a facility to enhance the interface of purchasing and selling DOG semen. This project presents a bridge the gap between the blood donors and the request dog for blood. The requirement of the blood has to be requested and we supply the information of the donor through a simple online based management system.

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25

Festić, Mejra. "International Environment: Recovery and Resolution Regimes as the Pillar of the Banking Union." Naše gospodarstvo/Our economy 65, no. 2 (2019): 30–40. http://dx.doi.org/10.2478/ngoe-2019-0009.

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AbstractThe purpose of the article is to present the possible regimes of bank resolution in the euro system and to highlight open questions concerning additional capital buffers and the valuation of assets according to the Bank Recovery and Resolution Directive (BRRD). The bail-in tool is used to write down or to convert certain liabilities with the purpose of restoring the capital adequacy. The valuation exercise would determine the amount of loss absorbtion to restore viability of the institution and capital adequacy. The bridge bank tool offers deeper restructuring powers to the competent r

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Aribowo, Fitrio. "Analisis Penerapan Metode Resolusi Bank dalam Tinjauan Akuntansi Keuangan di Indonesia." Jurnal Sosial Teknologi 1, no. 12 (2021): 1683–88. http://dx.doi.org/10.59188/jurnalsostech.v1i12.277.

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Latar belakang: Ekonomi modern masih menganggap perbankan sebagai salah satu industri yang sangat berperan dalam kemajuan ekonomi suatu negara.Tujuan penelitian: Penelitian ini bertujuan untuk mengetahui mengenai resolusi Bank dengan metode purchase and assumption, metode bridge Bank, metode penempatan modal sementara serta metode likuidasi dalam tinjauan akuntansi keuangan di Indonesia.Metode penelitian: Metodologi dalam penelitian adalah kualitatif dan sifat penelitian ini deskriptif analisis.Hasil penelitian: Berdasarkan hasil penelitian disimpulkan bahwa resolusi Bank digunakan sebagai pen

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27

Hasan, Zulfikar, and Kamiluddin. "THE POSITION OF BRIDGE BANKS AS INSTRUMENTS FOR RESOLING BANK FAILURES IN INDONESIA." Journal of Central Banking Law and Institutions 2, no. 2 (2023): 265–82. http://dx.doi.org/10.21098/jcli.v2i2.162.

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We analysed the capacity for banks to fail in Indonesia. A “failed bank” can be decoded as a bank facing financial difficulties and possibility of collapse. It is no longer feasible for the LPP (Banking Supervisory Agency) to address bank failures under its current authority. In Indonesia, bank failures are managed by the Deposit Insurance Corporation (IDIC), helped by rules from Bank Indonesia and the Financial Services Authority (OJK). Under Article 5 of Law no. 24 of 2004 regarding the Deposit Insurance Corporation, one of the jobs of IDIC is to develop, specify and enforce a procedure for

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Andrei, R. G., A. J. F. Keri, R. J. Albanese, and P. B. Johnson. "Bridge capacitor bank installation concept reactive power generation in EHV systems." IEEE Transactions on Power Systems 8, no. 4 (1993): 1463–70. http://dx.doi.org/10.1109/59.260946.

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Tian, Zhong Chu, Guo Liang Zeng, Min Chen, and Hai Ling Yue. "The Key Technology of Skew Continuous Prestressed Concrete Box Girder Bridges with Incremental Launching Method." Key Engineering Materials 400-402 (October 2008): 639–44. http://dx.doi.org/10.4028/www.scientific.net/kem.400-402.639.

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Incremental launching method is a construction technology for prestressed concrete continuous bridges widely used in China. In the incremental launching method, the superstructure of a bridge is erected from one side of bridge longitudinally to the opposite bank. Compared with other technology for bridge erection methods, it may reduce the cost of labor, shorten the construction period and save the assembly yard. So it is a competitive construction method for medium-span prestressed concrete continuous bridges. A large number of skew bridges will be built especially at mountain area, so it is

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30

Nurhamidah, Nurhamidah, Ahmad Junaidi, Rudy Ferial, and Masril Syukur. "Development of Guo Tourism Village through the Restoration of Ba Atok Bridge as an Effort to Preserve Minangkabau Cultural Wisdom." Warta Pengabdian Andalas 31, no. 2 (2024): 403–10. http://dx.doi.org/10.25077/jwa.31.2.403-410.2024.

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Bridge infrastructure is critical in connecting one region with other areas separated by rivers or ravines. In Minangkabau, a type of bridge is built using the Ba Atok Bridge roof. This bridge structure is characterised by pointed roof-like buffalo horns, where the Minangkabau people are known as Gonjong. The remaining Ba Atok Bridge is located in Padang City, specifically in Guo Village, Jalan Lubuak Tampuruang, Kuranji Village, Kuranji District, Padang City, with a bridge length of 16 meters. The community needs the Ba Atok Bridge as a bridge to cross the river to gardens, schools, madrasas,

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Onyshchenko, Artur, Вorys Ostroverkh, Liudmyla Potapenko, Vitalii Kovalchuk, Oleksandr Zdolnyk, and Andriy Pentsak. "Devising a procedure for integrated modeling of riverbed shape in the area of bridge crossing in order to avoid dangerous washing erosion." Eastern-European Journal of Enterprise Technologies 1, no. 1 (127) (2024): 23–32. http://dx.doi.org/10.15587/1729-4061.2024.298675.

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The object of research is a riverbed in the area of a bridge crossing, which is subject to the action of high water during the passage of a flood. The selection of parameters and contours of the scheme of the river section was carried out using a mathematical model of the flow and deformation of the bed of the riverbed before and after the change of its shape. It was established that the assignment of parameters of the operational slot should be performed on the basis of the principle of creating natural analogs of riverbed shapes, riverbed and floodplain terraces, with the use of mathematical

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Palermo, Michele, Simone Pagliara, and Deep Roy. "Effect of debris accumulation on scour evolution at bridge pier in bank proximity." Journal of Hydrology and Hydromechanics 69, no. 1 (2021): 108–18. http://dx.doi.org/10.2478/johh-2020-0041.

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Abstract Large debris transported by flood affects scour features at bridge piers and increases the risks of structural failure. Geometric characteristics of the debris and the relative position of the pier with respect to the river bank are important parameters for the scour process. The interaction between the water flow and debris accumulation increases the shear stress, turbulence and consequently enhances the scour depth at the pier. This paper aims at analyzing such effects on scour evolution at bridge piers. To this end, two series of tests were carried out under clear water condition w

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MRS., SHUBHANGI A. JOSHI, J. KOPARDE SNEHAL, and S. KULKARNI NIRANJAN. "APPLICATIONS OF MULTI BOOST AND FULL BRIDGE CONVERTERS FOR SUPER CAPACITORS AND BATTERY POWER MANAGEMENT FOR ECCE HYBRID VEHICLE." JournalNX - A Multidisciplinary Peer Reviewed Journal 2, no. 7 (2016): 29–33. https://doi.org/10.5281/zenodo.1469424.

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This paper presents Methodology based on super capacitors and battery power management for applications of the ECCE Hybrid Vehicle using the principle of multi boost and full bridge rectifiers. In collaboration with the Electrical and Electronics Research center in Belfort (CREEBEL) and French innovators ECCE for Hybrid vehicle system was developed as an experiment at L2ES Laboratory. An experiment ECCE for the Hybrid Vehicle incorporates the dc motors coupled with the alternator with the rated voltage of 540V. Energy source to the system is by using two super capacitors bank, each bank consis

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Md., Mohirul Islam Mohir, Ashrafuzzaman Khan ABM, Kawsar Md., and Monzurul Hasan Md. "A Study on the Assessment of Bridge Pier Shape to Minimize Local Scour." Engineering and Technology Quarterly Reviews 5, no. 2 (2022): 50–57. https://doi.org/10.5281/zenodo.7327743.

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Local Government Engineering Department (LGED) intends to construct a bridge over the river Shitalakhya on Kapasia (Lalon Bazar) to Bashgram GC via Panli GC via Horinaraynpur GC via Kushalibaha Hat road in the Kapasia Upazila of Gazipur District. The horizontal lay out of the bridge in UTM projection system at Left Bank (Dhandia Bottola Bazar) is 24°04'26.83"N & 90°37'52.64"E and at Right Bank (Raniganj Bazar) is 24°04'32.26"N & 90°38'03.54"E. Estimated Standard High Water Level is 7.520 mPWD, minimum vertical navigational clearance a

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Bazett, D. J., and N. R. McCammon. "Foundations of the Annacis cable-stayed bridge." Canadian Geotechnical Journal 23, no. 4 (1986): 458–71. http://dx.doi.org/10.1139/t86-076.

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A new highway crossing of the Fraser River at Annacis Island near Vancouver, British Columbia, is currently under construction. It involves a major cable-stayed bridge with a main span of 465 m. Support for the bridge is provided by piles driven into dense overconsolidated Quaternary sediments: on the south bank they are found essentially at ground surface while on the north (Annacis Island) side they are encountered at a depth of 80–85 m overlain by sequences of weak deltaic and alluvial materials. This paper describes the geotechnical investigation for the bridge and describes the design of

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Subanidja, Steph, Fangky A. Sorongan, and Mercurius B. Legowo. "Bridging Sustainable Bank Performance through Fintech and Enacted Norms." Emerging Science Journal 7, no. 6 (2023): 2156–64. http://dx.doi.org/10.28991/esj-2023-07-06-017.

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Since the launch of green banking, the Government Authority still needs to accommodate enacted norms and fintech in measuring sustainable bank performance. Empirically, this study aims to reveal the impact of variables and business drivers on sustainable bank performance. This research uses a quantitative approach through path analysis. By analysing 70 out of 78 bank managers or directors who are members of the National Banking Association as respondents, this study states that business drivers, fintech, and enacted norms encourage sustainable bank performance improvement. In addition, fintech

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WADA, Takahiro, Hiroshi TAKEBAYASHI, Tomoko KYUKA, et al. "FLOW AND BANK EROSION CHARACTERISTICS OF DETOUR FLOW FORMED AROUND A BRIDGE." Journal of Japan Society of Civil Engineers, Ser. B1 (Hydraulic Engineering) 71, no. 4 (2015): I_895—I_900. http://dx.doi.org/10.2208/jscejhe.71.i_895.

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Shi, Lei, Peng Wei, JunHong Li, and Peng Gong. "Influence of voltage on the H-bridge of a large capacitor bank." IEEJ Transactions on Electrical and Electronic Engineering 13, no. 7 (2018): 971–78. http://dx.doi.org/10.1002/tee.22653.

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Daffa Ramadhan, Anisha Nabila Firky, Jihan Khoirunnisa, et al. "Tinjauan Yuridis Pengawasan Perbankan Dan Perlindungan Nasabah Oleh Otoritas Jasa Keuangan (OJK)." Mandub : Jurnal Politik, Sosial, Hukum dan Humaniora 2, no. 1 (2023): 239–48. http://dx.doi.org/10.59059/mandub.v2i1.904.

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The function of a bank is as a financial intermediary institution, namely as a bridge between fund owners and parties who need funds, both as depositors and borrowers. Bank-customer relationships often involve banking practices that have a negative impact on customers, but legal protection is often less than optimal. Because if you look at the relationship between banks and customers, banks have enormous control over banking transactions, and in some cases they control banking transactions. So that sometimes it is detrimental to customers. Based on the above facts, Law Number 21 of 2011 concer

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Kohardinata, Cliff, and Luky Patricia Widianingsih. "DO WE NEED P2P BETWEEN BANK THIRD PARTY FUNDS AND BANK CREDIT?" Research In Management and Accounting 6, no. 1 (2023): 32–42. http://dx.doi.org/10.33508/rima.v6i1.4654.

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The main objective of this study is to obtain empirical evidence on the role of peer-to-peer (P2P) lending mediation in bridging the relationship between banking third party funds and bank credit in provinces with fewer branch offices or limited banking services. The test used is path analysis involving 33 provinces in Indonesia in the period from January to July 2022. The main results of this study show that third party funds in provinces with fewer banking branch offices have no effect on bank credit, but P2P lending can mediate the relationship between banking third party funds and bank cre

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Asadi, Mahdi, Fouad Kilanehei, and Amir Mahjoob. "Numerical Study of Road Embankment Type Action on Shear Stress Around Skewed Bridge Abutment." Baltic Journal of Road and Bridge Engineering 17, no. 4 (2022): 95–119. http://dx.doi.org/10.7250/bjrbe.2022-17.581.

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This paper investigates the effect of different geometries of approach embankments and guides banks on the flow pattern and bed shear stress values in the skewed bridges in the compound channel using three-dimensional numerical modelling. First, the numerical model was evaluated based on the results of existing laboratory studies. After ensuring its proper performance, the elliptical guide bank and the three types of abutments: vertical-wall, spill-through, and wing-wall, at different skew angles are examined. Investigation of the values of maximum velocity and bed shear stress at the flow-con

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Michael, Bryane. "The Case for an IGAD Development Bank." Journal of Development Policy and Practice 4, no. 1 (2019): 35–65. http://dx.doi.org/10.1177/2455133318812987.

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A multilateral development finance institution for the Inter-Governmental Authority on Development (IGAD) region represents the chance to create a strong pro-developmental actor—and energise the IGAD itself. Yet, senior IGAD officials will need to look beyond the traditional development banking model if they hope to make an impact of the scale needed to drag these poorest of countries out of poverty. In this article, the author argues for the design of a development bank modelled after successful role models—like the China Development Bank—instead of proven failures. A mix of government and pr

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Knezevic, Slobodan, Ljupko Rundic, and Meri Ganic. "The subsurface geology along the route of the new bridge at Ada Ciganlija Island (Belgrade, Serbia)." Annales g?ologiques de la Peninsule balkanique, no. 73 (2012): 9–19. http://dx.doi.org/10.2298/gabp1273009k.

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The largest single-pylon, cable-stayed bridge in the world was opened in Belgrade on January 1, 2012 and it passes over the tip of the Ada Ciganlija Island. Its monumentality, architectural design and construction innovations became a new symbol of Belgrade. Core samples from the boreholes drilled for the construction of the bridge revealed a relatively complex subsurface geological structure. An Upper Cretaceous-Paleogene flysch formation and Middle Miocene Sarmatian sediments were found near the surface on the right bank of the Sava River. However, at the tip of Ada Ciganlija, the Upper Cret

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Kapranov, Oleksandr. "Climate Change Disclosures by the Bank of England: A Framing Analysis." LANGUAGE: Codification, Competence, Communication 2, no. 11 (2024): 7–22. https://doi.org/10.2478/lccc-2024-0007.

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Abstract The Bank of England (further – the Bank) is one of the leading actors in the financial sector both in the United Kingdom and worldwide. The Bank is known for publishing its corporate disclosures on climate change. Whilst they are freely accessible on the Bank’s official website, there is insufficient research that investigates them from a qualitative perspective. Seeking to bridge the current gap, the article presents a qualitative study that aims to establish how the Bank frames the issue of climate change in its corporate disclosures. The study involves a corpus of the Bank’s disclo

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Fitzgerald, Paul C., Abdollah Malekjafarian, Basuraj Bhowmik, et al. "Scour Damage Detection and Structural Health Monitoring of a Laboratory-Scaled Bridge Using a Vibration Energy Harvesting Device." Sensors 19, no. 11 (2019): 2572. http://dx.doi.org/10.3390/s19112572.

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A vibration-based bridge scour detection procedure using a cantilever-based piezoelectric energy harvesting device (EHD) is proposed here. This has an advantage over an accelerometer-based method in that potentially, the requirement for a power source can be negated with the only power requirement being the storage and/or transmission of the data. Ideally, this source of power could be fulfilled by the EHD itself, although much research is currently being done to explore this. The open-circuit EHD voltage is used here to detect bridge frequency shifts arising due to scour. Using one EHD attach

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KHOO, SHING CHING, XIN LI CHING, JIA XI LEE, DESY FITRYA SYAMSUMIR, and NYUK LING MA. "REBUILDING OF ORCHID GERMPLASM CONSERVATION VIA MOLECULAR MULTI-OMICS APPROACHES." JOURNAL OF SUSTAINABILITY SCIENCE AND MANAGEMENT 19, no. 6 (2024): 169–99. http://dx.doi.org/10.46754/jssm.2024.06.013.

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The Orchidaceae family, the world’s second-largest flowering plant, dominates the International Union for Conservation of Nature (IUCN) red list. Threats to orchid survival include illegal harvesting, habitat destruction, temperature change, and unique association requirements in pollination systems and orchid mycorrhiza interaction. Some research breakthroughs in ex-situ and in-situ germplasm integration techniques for conservation application, including automated precision approaches in orchid research. Exsitu conservation approaches, including gene bank, seed bank, cryopreservation, field g

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Metcalf, Bill. "South Brisbane's Cultural Hub: From Post and Telegraph to Griffith Film School." Queensland Review 19, no. 2 (2012): 217–33. http://dx.doi.org/10.1017/qre.2012.24.

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Entering Brisbane's South Bank from the Victoria Bridge, we walk past the concrete 1980s Queensland Performing Arts Complex, the brick Queensland Conservatorium and the modern, glass-fronted ABC Broadcasting buildings, then past assorted cafes and pseudo-beaches until reaching the Ship Inn. Here, we enter an enclave of mid- to late-nineteenth-century architectural gems, surrounding and focusing on the small but tranquil South Brisbane Memorial Park (1923). Opposite the Ship Inn (1865), Cumbooquepa (1891) and South Brisbane Town Hall (1891–92), and adjoining the Maritime Museum (1881), at the e

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Andrei, R. G., M. Ahmed, H. K. Tumageanian, and J. C. Smith. "World's first commercial bridge capacitor bank installation on the American Electric Power System." IEEE Transactions on Power Delivery 16, no. 2 (2001): 342–45. http://dx.doi.org/10.1109/61.915505.

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Bojović, A., A. Mora Muñoz, Z. Marković, and N. Novaković. "Network arches over the Danube – Railway Road Bridge in Novi Sad/Netzwerkbögen über die Donau – Eisenbahn-Straßenbrücke in Novi Sad." Bauingenieur 93, no. 03 (2018): 110–15. http://dx.doi.org/10.37544/0005-6650-2018-03-46.

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The Railway road bridge in Novi Sad (Serbia) is situated on the international railroad line No 2 (Belgrade-Budapest) and designed for two railway tracks (160 km/h), two road lanes and two footpaths. The bridge structure consists of four structures: two approach composite bridges at the banks and two steel tied network arch bridges over the river. The spans are 27,0 m + 177,0 m + 3,0 m + 219,0 m + 48,0 m, totally 474,0 m in length. The rises of arches are 34,0 m and 42,0 m respectively. The width of the bridge is 31,5 m. The arches and ties, as well as the girders of the approach spans, are ste

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Onipe Adabenege Yahaya and Benjamin Iorsue Awen. "Bank-Specific Attributes and Operational Efficiency: Evidence from Efficient-Structure Hypothesis." Journal of Business and Social Review in Emerging Economies 6, no. 3 (2020): 1087–98. http://dx.doi.org/10.26710/jbsee.v6i3.1369.

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Corporate stakeholders are concerned about the operational efficiency of banks for obvious reasons. Banks play important intermediation role between the deficit and surplus sectors of the economy. Yet, there are limited empirical studies in Nigeria that examine the effects of bank attributes on their operational efficiency. This paper is an attempt to bridge this empirical gap in finance literature in Nigeria by examining the effects of bank-specific characteristics on operational efficiency. Data was extracted from the website of the Nigerian Stock Exchange. The dependent variable is operatio

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