Relevant bibliographies by topics / Bents

Contents

  1. Journal articles
  2. Dissertations / Theses
  3. Books
  4. Book chapters
  5. Conference papers
  6. Reports

Academic literature on the topic 'Bents'

Author: Grafiati
Published: 4 June 2021
Last updated: 29 July 2025

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Journal articles on the topic "Bents"

1

Zhuo, Saiyang, Teng Tong, Gan Lu, Weiding Zhuo, Zhao Liu, and Jingzhi Huang. "Quasi-Static Cyclic Tests of Precast Two-Column Bent Connected with Both Grouted Splice Sleeves and Grouted Central Tenon." Applied Sciences 13, no. 16 (2023): 9375. http://dx.doi.org/10.3390/app13169375.

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Owing to the advantages of accelerated construction, reduced traffic disturbance, and enhanced quality control, precast segmental two-column bents are extensively utilized in urban and highway bridges, particularly in areas of low-to-medium seismicity. However, the application of this technique in high-seismicity regions is limited owing to insufficient knowledge about the seismic performance of such precast bents. To address this, the present study investigates the seismic performance of precast segmental two-column bents, focusing on the connection of “grouted splice sleeves and grouted cent
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Mullins, Gray, Rajan Sen, Andrew Goulish, and Danny Winters. "Lateral Capacity and Repair of Corrosion-Damaged Pile Bents - Part 1 - Design and testing considerations." PCI Journal 70, no. 2 (2025): 56–75. https://doi.org/10.15554/pcij70.2-02.

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The effects of corrosion damage in prestressed piles are difficult to quantify because the amounts of steel loss are unknown. An experimental study was conducted to investigate the lateral capacity of corroded pile bents compared with that of an identical uncorroded pile bent. Based on field surveys of damaged pile bents, investigators constructed five-pile bent specimens (one-third scale) and laterally loaded them to failure. Corrosion damage in the model piles represented steel losses of 10%, 30%, and 50%. The three corroded pile bents experienced 1%, 24%, and 30% ultimate capacity reduction
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MAAMMEUR, Moustafa, Abdallah BENAROUS, Ahmed BETTAHAR, and Abdelkarim LIAZID. "Passive Flow Control for Centrifugal Compressors with Bents Intake Manifold." Mechanics 29, no. 5 (2023): 369–76. http://dx.doi.org/10.5755/j02.mech.30987.

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Centrifugal compressors installations often require bents conduits at the intake due to space constraints. The intake bent manifold creates flow distortion affecting unfavorably the global performance of the compressor. The degradation caused by the inadequate inlet conditions due to turbulence and inlet flow disturbance, which negatively affects the flowing fluid through the curved intake manifold. Hence, significant distortions, within presence of single or twin core vortices whirling off center of the impeller intake alter flow incidence angle and consequently the impeller circumferential e
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Miranda, Eduardo, and Vitelmo V. Bertero. "Evaluation of the failure of the Cypress Viaduct in the Loma Prieta earthquake." Bulletin of the Seismological Society of America 81, no. 5 (1991): 2070–86. http://dx.doi.org/10.1785/bssa0810052070.

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Abstract This article describes analytical studies performed to explain the collapse of the Cypress Street Viaduct. The modes of failure of four types of bents are described. A strength analysis is presented, which gives estimates of the forces that were necessary to produce the failure of these bents. These estimates are computed based on the observed failure mechanism of each type of bent, on measured mechanical characteristics of the materials, and on simplified structural models. The overstrength of these bents, above the level of forces for which they were designed, is evaluated. Levels o
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Zheng, Yonglai, Fei Xiao, Ruxue Zhang, et al. "Experimental Investigation and Damage Identification of High-Pile Wharf Framed Bents under Horizontal Impact Loads." Sensors 24, no. 2 (2024): 563. http://dx.doi.org/10.3390/s24020563.

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This study investigates damage characteristics, dynamic structural performance changes, and quantitative damage assessment of high-pile wharf framed bents exposed to horizontal impact loads. Through extensive testing of wharf framed bents under such loads, a damage identification approach based on stiffness, natural vibration period, and acceleration data derived from experiments is presented. The findings reveal that under horizontal impact loads, framed bents initially exhibit tensile damage and leaning piles, followed by short straight piles. Additionally, structural damage results in a red
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Wang, Helsin, Chih-Hsin Hu, Thành Vinh Nguyễn, and Chung-Yue Wang. "Depth Evaluation of Submerged Pile Bents." Journal of Performance of Constructed Facilities 34, no. 1 (2020): 06019003. http://dx.doi.org/10.1061/(asce)cf.1943-5509.0001355.

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Khatia, Bibiluri, and Naveed Siddiqui Dr. "Leadership in Remote Work Environment Bents." Journal of Management & Educational Research Innovation (JOMERI) 1, no. 1 (2023): 1–16. https://doi.org/10.5281/zenodo.10054739.

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Remote employment has grown in popularity, particularly in the aftermath of the COVID-19 epidemic. This study investigates the important leadership in remote work environment bents, with a particular emphasis on its influence on remote employees' productivity, engagement, and job satisfaction. The study takes a quantitative approach, collecting data through surveys issued to workers of a digital services firm. Transformation leadership, emotional intelligence, and effective communication are highlighted as crucial attributes for successful remote leadership in the study framework. The findings
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Pantelides, Chris P., Janos Gergely, and Lawrence D. Reaveley. "In-Situ Verification of Rehabilitation and Repair of Reinforced Concrete Bridge Bents under Simulated Seismic Loads." Earthquake Spectra 17, no. 3 (2001): 507–30. http://dx.doi.org/10.1193/1.1586186.

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Three in-situ tests were performed on two bents of a reinforced concrete (RC) bridge under quasi-static cyclic loads. The bridge was built in 1963 and did not possess the necessary reinforcement details for ductile performance. The tests included an as-built bent, a bent rehabilitated with carbon fiber reinforced polymer (FRP) composite jackets, and a damaged bent repaired with epoxy injection and carbon FRP composite jackets. Two new concepts of strengthening bridge bents with FRP composites were implemented in this study. The first involves shear strengthening and confinement of a beam cap-c
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Smith, Bryan Stafford, and Mark Cruvellier. "Two-dimensional modelling for the analysis of symmetrical structures that twist." Canadian Journal of Civil Engineering 16, no. 1 (1989): 82–84. http://dx.doi.org/10.1139/l89-010.

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A method of two-dimensional modelling for the analysis of symmetrical structures subjected to eccentric transverse loading is presented. The three-dimensional behaviour of the structure is decomposed into separate translational and twisting behaviour under the respective transverse and torque loadings. A two-dimensional model is formed and analyzed for each mode of behaviour and the results are combined to represent the total behaviour of the structure. The method is suitable for structures consisting of bents parallel to the direction of transverse loading. The bents can be of any type and ma
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Shama, Ayman A., John B. Mander, and Stuart S. Chen. "Seismic Investigation of Steel Pile Bents: II. Retrofit and Vulnerability Analysis." Earthquake Spectra 18, no. 1 (2002): 143–60. http://dx.doi.org/10.1193/1.1468250.

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This paper is the second of a two-part study on the seismic vulnerability of deck bridges supported on steel pile bents. A conceptual elastic cap/elasto-plastic steel pile retrofit strategy is proposed in this part with the aim of strengthening the connection and ensuring plastification takes place only in the steel pile. An experimental program was carried out to assess the retrofit strategy. On the basis of the experimental results for existing as well as retrofitted connections, a seismic vulnerability analysis for bridges supported by steel pile bents was performed. Fragility curves for su
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Dissertations / Theses on the topic "Bents"

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Possiel, Benjamin Allen. "Point of Fixity Analysis of Laterally Loaded Bridge Bents." NCSU, 2008. http://www.lib.ncsu.edu/theses/available/etd-11192007-102130/.

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Research work in this thesis deals with the effects of lateral loads in the longitudinal direction on a substructure?s point of fixity. Full scale tests were performed to model and test a section of a bridge where the superstructure is connected to the substructure through elastomeric bearing pads. The connection rotational stiffness between the super and substructure was measured as an effect of applying a lateral load to the foundation element and creating a moment at the connection joint. A circular concrete pile, square concrete pile, and steel H-pile were tested in connection with both ty
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Zhong, Jinquan. "Seismic fragility estimates for corroded reinforced concrete bridge structures with two-column bents." [College Station, Tex. : Texas A&M University, 2008. http://hdl.handle.net/1969.1/ETD-TAMU-3143.

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Brown, Austin. "Investigation of near-fault ground motion effects on substandard bridge columns and bents." abstract and full text PDF (UNR users only), 2009. http://0-gateway.proquest.com.innopac.library.unr.edu/openurl?url_ver=Z39.88-2004&rft_val_fmt=info:ofi/fmt:kev:mtx:dissertation&res_dat=xri:pqdiss&rft_dat=xri:pqdiss:1467743.

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Bazáez, Gallardo Ramiro Andrés Gabriel. "Achieving Operational Seismic Performance of RC Bridge Bents Retrofitted with Buckling-Restrained Braces." PDXScholar, 2017. https://pdxscholar.library.pdx.edu/open_access_etds/3476.

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Typical reinforced concrete (RC) bridges built prior to 1970 were designed with minimum seismic consideration, leaving numerous bridges highly susceptible to damage following an earthquake. In order to improve the seismic behavior of substandard RC bridges, this study presents the seismic performance of reinforced concrete bridge bents retrofitted and repaired using Buckling-Restrained Braces (BRBs) while considering subduction zone earthquake demands. In order to reflect displacement demands from subduction ground motions, research studies were conducted to develop quasi-static loading protoc
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Yilmaz, Taner. "Seismic Response Of Multi-span Highway Bridges With Two-column Reinforced Concrete Bents Including Foundation And Column Flexibility." Master's thesis, METU, 2008. http://etd.lib.metu.edu.tr/upload/12610191/index.pdf.

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Seismic design of highway bridges has improved as a result of the experience gained from large earthquakes of the last thirty years. Ductility demand and reserved capacity are extremely important response measures used in new bridge designs to assess target damage levels. However, the application of practical design approaches specified in bridge design codes is not well-defined for bridges over flexible foundations. Within the scope of this research, thirty two bridge models having varying column aspect ratio, amount of column longitudinal reinforcement and foundation flexibility parameters a
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Daniels, Joslyn B. Ramey George E. "Flood debris build-up loading and assessment of adequacy of ALDOT bridge pile bents during extreme flood/scour events." Auburn, Ala., 2005. http://repo.lib.auburn.edu/2005%20Summer/master's/DANIELS_JOSLYN_47.pdf.

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Hudson, Genevieve. "Bent." PDXScholar, 2013. http://pdxscholar.library.pdx.edu/open_access_etds/1299.

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The following collection, Bent, is comprised of 11 stories and one novel excerpt. The stories, while they stand alone as individual works, are tied together by their questions. "Boy Box," "Lemons," "Claws," "Heart Feathers," "Hot," "Empire," and "How We Were Tamed" experiment with magic and suspension of disbelief in the most overt ways, while "Saints," "Glaciology," and "Cartographers and Creeps" seek instead to work within the constraints of folklore through less stated modes by adopting more of the atmospheric qualities of the tradition. The following stories are curious about the way fairy
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Sutherland, John Charles. "Slightly bent." Connect to this title online, 2007. http://etd.lib.clemson.edu/documents/1202501224/.

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Leander, Nils-Gregor. "Normality of bent functions monomial and binomial bent functions." [S.l.] : [s.n.], 2004. http://deposit.ddb.de/cgi-bin/dokserv?idn=973440996.

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Arbus, Theodor. "Effektivisering av hip-hop beats : Att göra fler beats på kortare tid." Thesis, Linnéuniversitetet, Institutionen för musik och bild (MB), 2020. http://urn.kb.se/resolve?urn=urn:nbn:se:lnu:diva-98717.

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I det här arbetet har jag jämfört två olika arbetssätt för att ta reda på hur jag kan effektivisera mitt skapande av hip-hop beats. Det första arbetssättet gick ut på att göra fyra beats per dag under en arbetsvecka så jag till slut hade 20 beats. Varje beat har inte tagit mer tid än en timme och är gjorda direkt efter varandra med en kvarts rast mellan beatsen. I det andra arbetssättet hade jag inte lika hård tidspress på mig. Jag gjorde då bara ett beat per dag under en veckas tid, så att jag fick fem beats totalt. Därefter upprepade jag de två olika arbetssätten under de kommande två veckor
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Books on the topic "Bents"

1

Pappas, Glen J. Seismic vulnerability of strutted-column bridge bents. Washington State Dept. of Transportation, 1995.

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McLean, David I. Seismic performance and retrofit of multi-column bridge bents. Washington State Dept. of Transportation, 1998.

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McClelland, James. History of the pioneer lands of Silverdale-Warragamba, Greendale, Bents Basin Road, Werombi, Burragorang Valley, Yerranderie. James McClelland Research, 1987.

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Kelly, Duane, ed. Poker: Bets, bluffs and bad beats. Bloomsbury, 2001.

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Outdoor Education for Children with Special Needs (Conference) (1985 Bents Green School, Sheffield, England). Outdoor education forchildren with special needs: Day conference held on Saturday 19th October 1985 based at Bents Green School, Sheffield. [National Association for Remedial Education?], 1985.

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Restrepo, J. I. Development of a precast bent cap system for seismic regions. Transportation Research Board, 2011.

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Feller, Thomas. Bento. Hachette pratique, 2010.

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McAleer, Dave. Chart beats. Guinness Pub., 1991.

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Macedo, Francisco Riopardense de. Bento Gonçalves. IEL, 1990.

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Hawkins, Elizabeth. Ben's birthdays. Tamarind, 2010.

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Book chapters on the topic "Bents"

1

Zhong, Jin Kuang. "Automatic Input of Computer Analysis in the Saw-tooth Transverse Bents." In Computational Mechanics ’86. Springer Japan, 1986. http://dx.doi.org/10.1007/978-4-431-68042-0_35.

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Bodwell, Graham J., Gandikota Venkataramana, and Unikela Kiran Sagar. "Bent Pyrenes: Springboards to Aromatic Belts?" In Fragments of Fullerenes and Carbon Nanotubes. John Wiley & Sons, Inc., 2011. http://dx.doi.org/10.1002/9781118011263.ch14.

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Carvalho, Lucas, Mário Pimentel, António Arêde, Nelson Vila Pouca, Pedro Degaldo, and José Rui Pinto. "Design of Pre-cast Two-Column Bents Using Strut-and-Tie Models and Nonlinear Finite Element Analysis." In Lecture Notes in Civil Engineering. Springer Nature Switzerland, 2023. http://dx.doi.org/10.1007/978-3-031-32519-9_174.

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Rennels, Donald C., and Hobart M. Hudson. "Bends." In Pipe Flow. John Wiley & Sons, Inc., 2012. http://dx.doi.org/10.1002/9781118275276.ch15.

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"Pile bents and trestles." In Recommendations of the Committee for Waterfront Structures Harbours and Waterways EAU 2012. Wilhelm Ernst & Sohn, 2015. http://dx.doi.org/10.1002/9783433605172.ch11.

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Yurtaev, Vitaly, and Reza Shafiei. "Pushover Analysis of Long Span Bridge Bents." In Engineering Seismology, Geotechnical and Structural Earthquake Engineering. InTech, 2013. http://dx.doi.org/10.5772/52728.

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Wang, H., C. H. Hu, S. H. Hsieh, Y. C. Tsai, H. C. Tsai, and C. Y. Wang. "Wave-based depth evaluation of pile bents in a rail viaduct." In Bridge Maintenance, Safety, Management, Life-Cycle Sustainability and Innovations. CRC Press, 2021. http://dx.doi.org/10.1201/9780429279119-467.

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Park, Kyoung-Lae, Jong-Ho Yang, Myung-Seok Oh, and Hyeok-Soo Son. "Seismic design and performance assessment of pile-bents in Incheon Bridge viaduct." In Bridge Maintenance, Safety Management, Health Monitoring and Informatics - IABMAS '08. Taylor & Francis, 2008. http://dx.doi.org/10.1201/9781439828434.ch428.

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"bento box or bento." In The Fairchild Books Dictionary of Interior Design. Fairchild Books, 2021. http://dx.doi.org/10.5040/9781501365171.404.

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"bends." In Dictionary Geotechnical Engineering/Wörterbuch GeoTechnik. Springer Berlin Heidelberg, 2014. http://dx.doi.org/10.1007/978-3-642-41714-6_21391.

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Conference papers on the topic "Bents"

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Wheat, Harovel G., David W. Fowler, and David P. Whitney. "An Update on the Queen Isabella Causeway Cathodic Protection Project." In CORROSION 2004. NACE International, 2004. https://doi.org/10.5006/c2004-04339.

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Abstract About five years ago, four different cathodic protection (CP) systems were installed and evaluated in the reinforced concrete tie beams and footings of four bents on the Queen Isabella Causeway. This causeway links South Padre Island to the mainland of Texas. The CP systems included three impressed current systems; sprayed zinc, sprayed titanium, and titanium mesh with overlay as well as a sacrificial system; sprayed zinc. About a year later, another sacrificial CP system, thermally sprayed Aluminum-Zinc-Indium, was also installed and evaluated. This paper is an update on the performa
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Shingledecker, John P. "Creep-Rupture Behavior and Recrystallization in Cold-Bent Boiler Tubing for USC Applications." In AM-EPRI 2007, edited by R. Viswanathan, D. Gandy, and K. Coleman. ASM International, 2007. https://doi.org/10.31399/asm.cp.am-epri-2007p0016.

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Abstract Creep-rupture experiments were conducted on candidate Ultrasupercritical (USC) alloy tubes to evaluate the effects of cold-work and recrystallization during high-temperature service. These creep tests were performed by internally pressurizing cold-bent boiler tubes at 775°C for times up to 8000 hours. The bends were fabricated with cold-work levels beyond the current ASME Boiler and Pressure Vessel (ASME B&PV) Code Section I limits for austenitic stainless steels. Destructive metallographic evaluation of the crept tube bends was used to determine the effects of cold-work and the d
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Ger, Jeffrey, and Phillip Yen. "Pushover Analysis of Bridge Intermediate Bents." In Sixth U.S. Conference and Workshop on Lifeline Earthquake Engineering (TCLEE) 2003. American Society of Civil Engineers, 2003. http://dx.doi.org/10.1061/40687(2003)16.

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"Behavior of Flared-Column Bents Under Seismic Loading." In "SP-209: ACI Fifth Int Conf Innovations in Design with Emphasis on Seismic, Wind and Environmental Loading, Quality Con". American Concrete Institute, 2002. http://dx.doi.org/10.14359/12498.

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Pulido, Claudia, Mehdi Saiidi, David H. Sanders, and Ahmad M. Itani. "Seismic performance and retrofit of reinforced concrete bridge bents." In 6th Annual International Symposium on NDE for Health Monitoring and Diagnostics, edited by Steven B. Chase and A. Emin Aktan. SPIE, 2001. http://dx.doi.org/10.1117/12.435602.

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Giouvanidis, Anastasios I., Michalis Fragiadakis, and Elias G. Dimitrakopoulos. "VULNERABILITY ASSESSMENT OF FLAG-SHAPED HYSTERETIC ROCKING BRIDGE BENTS." In 6th International Conference on Computational Methods in Structural Dynamics and Earthquake Engineering Methods in Structural Dynamics and Earthquake Engineering. Institute of Structural Analysis and Antiseismic Research School of Civil Engineering National Technical University of Athens (NTUA) Greece, 2017. http://dx.doi.org/10.7712/120117.5621.18339.

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Robinson, Brent, Vinicio Suarez, Pablo Robalino, Mervyn Kowalsky, and Mohammed Gabr. "A Point of Fixity Model for Pile and Shaft Bents." In Geo-Denver 2007. American Society of Civil Engineers, 2007. http://dx.doi.org/10.1061/40902(221)16.

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Ger, Jeffrey, and Phillip Yen. "Nonlinear Static Analysis of Bridge Bents by Finite Segment Method." In Structures Congress 2004. American Society of Civil Engineers, 2004. http://dx.doi.org/10.1061/40700(2004)39.

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Halling, Marvin W., Jeremy L. Achter, Kevin C. Womack, and Hamid Ghasemi. "Condition Assessment of Full-Scale Bridge Bents: The Forced-Vibration Technique." In Structures Congress 2000. American Society of Civil Engineers, 2000. http://dx.doi.org/10.1061/40492(2000)139.

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Zhou, Yulong, Jinquan Zhang, Shoushan Cheng, Haifang He, Zhenhua Dong, and Han Qiang. "Seismic Response of Rocking Double-Column Bridge Bents with External Hysteretic Dissipaters." In 2020 International Conference on Intelligent Transportation, Big Data & Smart City (ICITBS). IEEE, 2020. http://dx.doi.org/10.1109/icitbs49701.2020.00079.

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Reports on the topic "Bents"

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Rahmani, Mehran, Xintong Ji, and Sovann Reach Kiet. Damage Detection and Damage Localization in Bridges with Low-Density Instrumentations Using the Wave-Method: Application to a Shake-Table Tested Bridge. Mineta Transportation Institute, 2022. http://dx.doi.org/10.31979/mti.2022.2033.

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This study presents a major development to the wave method, a methodology used for structural identification and monitoring. The research team tested the method for use in structural damage detection and damage localization in bridges, the latter being a challenging task. The main goal was to assess capability of the improved method by applying it to a shake-table-tested prototype bridge with sparse instrumentation. The bridge was a 4-span reinforced concrete structure comprising two columns at each bent (6 columns total) and a flat slab. It was tested to failure using seven biaxial excitation
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Bazáez Gallardo, Ramiro. Achieving Operational Seismic Performance of RC Bridge Bents Retrofitted With Buckling-Restrained Braces. Portland State University Library, 2000. http://dx.doi.org/10.15760/etd.5360.

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Han, Fei, Monica Prezzi, Rodrigo Salgado, Mehdi Marashi, Timothy Wells, and Mir Zaheer. Verification of Bridge Foundation Design Assumptions and Calculations. Purdue University, 2020. http://dx.doi.org/10.5703/1288284317084.

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The Sagamore Parkway Bridge consists of twin parallel bridges over the Wabash River in Lafayette, IN. The old steel-truss eastbound bridge was demolished in November 2016 and replaced by a new seven-span concrete bridge. The new bridge consists of two end-bents (bent 1 and bent 8) and six interior piers (pier 2 to pier 7) that are founded on closed-ended and open-ended driven pipe piles, respectively. During bridge construction, one of the bridge piers (pier 7) and its foundation elements were selected for instrumentation for monitoring the long-term response of the bridge to dead and live loa
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Hudson, Genevieve. Bent. Portland State University Library, 2000. http://dx.doi.org/10.15760/etd.1298.

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Stanica, Pantelimon, Thor Martinsen, Sugata Gangopadhyay, and Brajesh K. Singh. Bent and Generalized Bent Boolean Functions. Defense Technical Information Center, 2012. http://dx.doi.org/10.21236/ada574574.

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St-Onge, M. R., and S. B. Lucas. Paleoproterozoic orogenic belts. Natural Resources Canada/ESS/Scientific and Technical Publishing Services, 1996. http://dx.doi.org/10.4095/210931.

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Olsen. L51740 Evaluation of the Structural Integrity of Cold Field-Bent Pipe. Pipeline Research Council International, Inc. (PRCI), 1996. http://dx.doi.org/10.55274/r0010361.

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During recent pipeline construction seasons, there have been reported difficulties in cold field bending different joints of line pipe produced by the same manufacturer during a particular production run. These difficulties were typically manifested as an inability to achieve bends of one to one-and-a-half degrees per diameter in the pipe without forming ripples. Some of these problems could be traced to poor bending practices, i.e., inappropriate bending machine set-up and operator inexperience. However, it was observed that even with proper machine set-up and experienced operators, some "bad
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Delyea, Cole. Plant Growth - Binaural Beats - Summary. ResearchHub Technologies, Inc., 2025. https://doi.org/10.55277/researchhub.5tx2ncnh.

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Mack, Stephanie. Channeling through Bent Crystals. Office of Scientific and Technical Information (OSTI), 2012. http://dx.doi.org/10.2172/1050214.

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Williams, G. K. Middle Devonian facies belts, Mackenzie Corridor. Natural Resources Canada/ESS/Scientific and Technical Publishing Services, 1986. http://dx.doi.org/10.4095/130162.

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