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Journal articles on the topic 'Bents'

Author: Grafiati

Published: 4 June 2021

Last updated: 29 July 2025

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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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2

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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3

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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4

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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5

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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6

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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7

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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8

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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9

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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10

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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11

Eberhard, Marc O., and M. Lee Marsh. "Lateral-Load Response of Two Reinforced Concrete Bents." Journal of Structural Engineering 123, no. 4 (1997): 461–68. http://dx.doi.org/10.1061/(asce)0733-9445(1997)123:4(461).

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12

Lomiento, G., N. Bonessio, G. Benzoni, D. Phillippi, and G. A. Hegemier. "Capacity Assessment of V-Shaped RC Bridge Bents." Journal of Bridge Engineering 19, no. 2 (2014): 266–80. http://dx.doi.org/10.1061/(asce)be.1943-5592.0000511.

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13

Shama, Ayman A., and John B. Mander. "The seismic performance of braced timber pile bents." Earthquake Engineering & Structural Dynamics 32, no. 3 (2003): 463–82. http://dx.doi.org/10.1002/eqe.236.

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14

Dangol, I., D. Thapa, and C. P. Pantelides. "Experimental evaluation of post-tensioned bridge bent under cyclic loads and comparison to hybrid bridge bents." Engineering Structures 256 (April 2022): 113962. http://dx.doi.org/10.1016/j.engstruct.2022.113962.

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15

Priestley, M. J. N. "The Whittier Narrows, California Earthquake of October 1, 1987—Damage to the I-5/I-605 Separator." Earthquake Spectra 4, no. 2 (1988): 389–405. http://dx.doi.org/10.1193/1.1585481.

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The I-5/I-605 separator, a major nine span bridge, was severely damaged in the Whittier earthquakes. All columns of Bent 6, which is supported on the median strip of the Santa Ana Freeway (I-5) suffered shear failures, and the supported spans came close to collapse. Other minor damage included minor column hinging at more flexible bents, abutment pounding, and fracture of keeper plates at abutment rockers. Apparently much of this minor damage occurred during a major aftershock. Preliminary calculations indicate that the shear failures of Bent 6 resulted from disproportionate flexural and shear

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16

Muzaki, Ferril Irham. "Unveiling the Scholastic Aptitude of Fictional Tech Billionaires on Screen." Journal of Language and Linguistics in Society, no. 21 (January 29, 2022): 17–26. http://dx.doi.org/10.55529/jlls.21.17.26.

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The depiction of educational aptitudes in pictures centered around fictional tech billionaires serves as a witching lens into the crossroad of brilliance, academia, and the cinematic narrative. This abstract explores the thematic geography of these flicks, slipping light on how the characters' early education, fabulous bents, and academic peregrinations are restated onto the tableware screen. The first section delves into the cinematic representation of early education, pressing how these fictional tech billionaires are frequently depicted as outstripping academically from a youthful age. The

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17

Mullins, Gray, Rajan Sen, Michael Stokes, and Joseph Scott. "Lateral Capacity and Repair of Corrosion-Damaged Pile Bents - Part 2 - Numeric Modeling for Strength Restoration." PCI Journal 70, no. 4 (2025): 19–34. https://doi.org/10.15554/pcij70.4-03.

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Pile bents are simple, relatively inexpensive piers where typically four or more piles are driven in a line and tied together with a pile cap/beam. For overwater bridges, the bending moment in piles caused by lateral loads and the unsupported pile length often controls the design. Corrosion damage of piles in the splash zone has been shown to drastically reduce lateral capacity and ductility. This reduction in pile bending resistance can go undetected under day-to day service loads until an extreme lateral-load event occurs. This is the second of three papers that highlight the effects of corr

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18

Aoki, Tetsuhiko, Tatsumasa Takaku, Yuhshi Fukumoto, and K. S. A. Susantha. "Seismic Performance of Bridge Bents with Thickness Tapered Plates." IABSE Symposium Report 92, no. 3 (2006): 26–33. http://dx.doi.org/10.2749/222137806796185661.

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19

Halling, Marvin W., Ikhsan Muhammad, and Kevin C. Womack. "Dynamic Field Testing for Condition Assessment of Bridge Bents." Journal of Structural Engineering 127, no. 2 (2001): 161–67. http://dx.doi.org/10.1061/(asce)0733-9445(2001)127:2(161).

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20

ElGawady, Mohamed A., and Ahmad Sha’lan. "Seismic Behavior of Self-Centering Precast Segmental Bridge Bents." Journal of Bridge Engineering 16, no. 3 (2011): 328–39. http://dx.doi.org/10.1061/(asce)be.1943-5592.0000174.

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21

Baker, George, Tim Ingham, and Dan Heathcote. "Seismic Retrofit of Vincent Thomas Suspension Bridge." Transportation Research Record: Journal of the Transportation Research Board 1624, no. 1 (1998): 64–72. http://dx.doi.org/10.3141/1624-08.

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The Vincent Thomas Bridge in Los Angeles, California, is a major suspension bridge with a total length of 1848 m (6,060 ft), including approaches, and a main span bridge 766 m (2,513 ft) long, whose center span is 458 m (1,500 ft). The bridge, built in the 1960s, used the seismic codes of the time. The site conditions and tall, slender towers and bents have resulted in vulnerabilities that are particular to suspended bridges. This paper focuses on the suspended spans. The bridge is located within the Port of Los Angeles in a vicinity that has a legacy of earthworks associated with such project

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22

PANG, Jason B. K., John F. STANTON, and Marc O. EBERHARD. "Large-Bar Connection for Precast Bridge Bents in Seismic Regions." IABSE Congress Report 17, no. 26 (2008): 106–7. http://dx.doi.org/10.2749/222137908796291912.

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23

Pang, Jason B. K., Marc O. Eberhard, and John F. Stanton. "Large-Bar Connection for Precast Bridge Bents in Seismic Regions." Journal of Bridge Engineering 15, no. 3 (2010): 231–39. http://dx.doi.org/10.1061/(asce)be.1943-5592.0000081.

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24

Wei, Xiaone, and Michel Bruneau. "Case Study on Applications of Structural Fuses in Bridge Bents." Journal of Bridge Engineering 21, no. 7 (2016): 05016004. http://dx.doi.org/10.1061/(asce)be.1943-5592.0000854.

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25

Shama, Ayman A., John B. Mander, Blaise A. Blabac, and Stuart S. Chen. "Seismic Investigation of Steel Pile Bents: I. Evaluation of Performance." Earthquake Spectra 18, no. 1 (2002): 121–42. http://dx.doi.org/10.1193/1.1468243.

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The main objective of this study is to assess the seismic vulnerability of a class of highway bridges existing in certain regions of the eastern and central states, where steel H-piles extends out of the soil to support the pier cap. During severe ground motions, the overall performance of the bridge will be governed by the local performance of the pile-to-cap beam connection. The scope of work was divided into several tasks as follows: (1) a theory was developed to predict the performance of the connection under lateral loading; (2) an initial experimental program was conducted to investigate

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26

Haviarova, Eva, and Carl A. Eckelman. "Knee Braces for Bents Constructed with Round Mortise and Tenon Joints." Forest Products Journal 60, no. 4 (2010): 395–99. http://dx.doi.org/10.13073/0015-7473-60.4.395.

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27

Jara, M., J. M. Jara, and B. A. Olmos. "Seismic energy dissipation and local concentration of damage in bridge bents." Structure and Infrastructure Engineering 9, no. 8 (2013): 794–805. http://dx.doi.org/10.1080/15732479.2011.615330.

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28

Priestley, M. J. N., and F. Seible. "Performance assessment of damaged bridge bents after the Loma Prieta earthquake." Bulletin of the New Zealand Society for Earthquake Engineering 25, no. 1 (1992): 44–51. http://dx.doi.org/10.5459/bnzsee.25.1.44-51.

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   Following the October 17, 1989 Loma Prieta Earthquake, a large number of damaged and undamaged structural concrete bridge structures had to be assessed and evaluated for seismic repair and retrofit. The lack of consistent assessment and evaluation models prompted the formulation of the outlined procedures in a first attempt to develop a comprehensive basis for the seismic assessment and retrofit of existing bridge structures. The presented principles are currently being developed at UCSD into consistent assessment design models in cooperation with the California Department

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29

Georgoussis, George K. "Approximate analysis of symmetrical structures consisting of different types of bents." Structural Design of Tall and Special Buildings 16, no. 3 (2007): 231–47. http://dx.doi.org/10.1002/tal.312.

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30

Dong, Huihui, Chang Li, Jianian Wen, Qiang Han, and Xiuli Du. "Seismic performance of self-centering rocking bents considering soil-structure interaction." Soil Dynamics and Earthquake Engineering 168 (May 2023): 107845. http://dx.doi.org/10.1016/j.soildyn.2023.107845.

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31

Xiong, Jianfeng, and Xu Chen. "Seismic performance of double-column tall pier bents using fusing connections." Soil Dynamics and Earthquake Engineering 170 (July 2023): 107924. http://dx.doi.org/10.1016/j.soildyn.2023.107924.

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32

Neupane, Suman, and Chris P. Pantelides. "Simplified seismic design of rocking column bridge bents using replaceable anchors." Structures 79 (September 2025): 109400. https://doi.org/10.1016/j.istruc.2025.109400.

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33

Fatimah, Is, and Yuyun Yunani Nurkholifah. "Physicochemical and Photocatalytic Properties of Fe-Pillared Bentonite at Various Fe Content." Bulletin of Chemical Reaction Engineering & Catalysis 11, no. 3 (2016): 398. http://dx.doi.org/10.9767/bcrec.11.3.456.398-405.

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Iron-pillared bentonites (Fe/Bents) were successfully prepared using a ferric chloride precursor. The prepared samples were characterized using XRD, BET and SEM-EDX. The results show that the pillared bentonite physicochemical character is affected by the iron content in a precursor solution. By Fe content variation it is found that Fe content in Fe/Bents is not linearly correlated with the specific surface area and the increased in d001 in which both the maximum specific surface are and d001 reach maximum at the Fe content of 20 mmol/g. Due to the kinetics of photocatalytic activity in phenol

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34

Turner, L. M., and W. D. Erskine. "Morphometry and stratification of the Bents Basin scour pool, Nepean River, NSW." Wetlands Australia 17, no. 1 (2010): 14. http://dx.doi.org/10.31646/wa.183.

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35

Suarez, Vinicio, and Mervyn J. Kowalsky. "Displacement-Based Seismic Design of Drilled Shaft Bents with Soil-Structure Interaction." Journal of Earthquake Engineering 11, no. 6 (2007): 1010–30. http://dx.doi.org/10.1080/13632460701232683.

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36

Zhou, Yu-Long, Qiang Han, Xiu-Li Du, and Zhen-lei Jia. "Shaking Table Tests of Post-Tensioned Rocking Bridge with Double-Column Bents." Journal of Bridge Engineering 24, no. 8 (2019): 04019080. http://dx.doi.org/10.1061/(asce)be.1943-5592.0001456.

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37

Jeon, Jong-Su, Sujith Mangalathu, and Sang-Youl Lee. "Seismic fragility curves for California concrete bridges with flared two-column bents." Bulletin of Earthquake Engineering 17, no. 7 (2019): 4299–319. http://dx.doi.org/10.1007/s10518-019-00621-4.

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38

Wang, Haicui, Xuhong Zhou, Jiepeng Liu, Xuanding Wang, and Y. Frank Chen. "Seismic behavior of steel tube confined reinforced concrete double-column bridge bents." Journal of Constructional Steel Research 166 (March 2020): 105919. http://dx.doi.org/10.1016/j.jcsr.2019.105919.

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39

Jankejech, Peter, Peter Fabian, Jozef Broncek, and Yuriy Shalapko. "Influence of Tempering on Mechanical Properties of Induction Bents below 540°C." Acta Mechanica et Automatica 10, no. 2 (2016): 81–86. http://dx.doi.org/10.1515/ama-2016-0013.

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Abstract The article describes basic principles of induction bending and the change of mechanical properties from as received (straight) pipe made from HSLA steel to induction bend. The main purpose of this article is to experiment with tempering temperatures below 540°C. After tempering at 540°C which is the lowest recommended temperature for post bend heat treatment (PBHT) according to CSA specifications (Canadian Standards Association) the induction bend area in many cases does not achieve the minimum required mechanical properties and therefore it is not accepted for usage. In this article

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40

Tecchio, Giovanni, Marco Dona, and Claudio Modena. "Direct displacement-based design accuracy prediction for single-column RC bridge bents." Earthquakes and Structures 9, no. 3 (2015): 455–80. http://dx.doi.org/10.12989/eas.2015.9.3.455.

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41

Wipf, Terry J., Michael A. Ritter, and Douglas L. Wood. "Evaluation and Field Load Testing of Timber Railroad Bridge." Transportation Research Record: Journal of the Transportation Research Board 1696, no. 1 (2000): 323–33. http://dx.doi.org/10.3141/1696-34.

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Several spans of a 60-year-old open-deck timber railroad bridge on the Southern Pacific Railroad Line (now the Union Pacific) in Southwest Texas were field tested. The tests were conducted with the sponsorship and cooperation of the Association of American Railroads to determine the vertical live load distribution characteristics of the superstructure. The bridge was originally constructed with Douglas-fir larch solid sawn stringers but was rehabilitated on several occasions to allow comparisons to be made with respect to different rehabilitation options, including the use of a helper stringer

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42

Fukumoto, Y., T. Takaku, T. Aoki, and K. A. S. Susantha. "Innovative Use of Profiled Steel Plates for Seismic Structural Performance." Advances in Structural Engineering 8, no. 3 (2005): 247–57. http://dx.doi.org/10.1260/1369433054349051.

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This paper presents the innovative use of hot-rolled thickness-tapered mill products, longitudinally profiled (LP) plates, for the seismic performance of bridge bents of single and portal framed piers. The study involves the inelastic cyclic testing and numerical analysis of tested beam-columns and portal frames in order to evaluate the effects of tapering ratios of LP plates, penetration of yielding, and number of locally buckled panels on their structural ductility. A structural design method is proposed for the portal frames having LP panels under cyclic loadings.

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43

Vasantham, Dr S. Tephillah, and Dr P. S. Aithal. "A Systematic Review on Various Factors Influencing Employee Retention." Asian Journal of Applied Science and Technology 06, no. 04 (2022): 57–65. http://dx.doi.org/10.38177/ajast.2022.6406.

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Workers are the maximum precious method of an association. Their importance to institutions requires not most effective the want to draw the trendy bents but additionally the need to preserve them for a long term. This paper specializes in reviewing the findings of former research carried out with the aid of colourful experimenters with the quit to identify determinants factors of hand retention. This exploration almost looked at the subsequent broad factors improvement openings, reimbursement, work- lifestyles balance, operation/ management, work terrain, social aid, autonomy, training and im

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44

Dr.S.Tephillah, Vasantham, and Dr.P.S.Aithal. "A Systematic Review on Various Factors Influencing Employee Retention." Asian Journal of Applied Science and Technology (AJAST) 6, no. 4 (2022): 57–65. https://doi.org/10.38177/ajast.2022.6406.

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Workers are the maximum precious method of an association. Their importance to institutions requires not most effective the want to draw the trendy bents but additionally the need to preserve them for a long term. This paper specializes in reviewing the findings of former research carried out with the aid of colourful experimenters with the quit to identify determinants factors of hand retention. This exploration almost looked at the subsequent broad factors improvement openings, reimbursement, work- lifestyles balance, operation/ management, work terrain, social aid, autonomy, training and im

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45

KITAHARA, Yuuichi, Tetsunori MIYOSHI, Masayoshi TAKAHASHI, and Kazuo TAKAHASHI. "A STUDY ON SWING REMOVAL METHOD OF INCLINED BENTS OF THE MEGAMI BRIDGE." Doboku Gakkai Ronbunshuu F 65, no. 1 (2009): 84–93. http://dx.doi.org/10.2208/jscejf.65.84.

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46

Montejo, Luis A., Lennie A. González-Román, and Mervyn J. Kowalsky. "Seismic Performance Evaluation of Reinforced Concrete-Filled Steel Tube Pile/Column Bridge Bents." Journal of Earthquake Engineering 16, no. 3 (2012): 401–24. http://dx.doi.org/10.1080/13632469.2011.614678.

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47

Robinson, Brent, Vinicio Suarez, Mohammed A. Gabr, and Mervyn Kowalsky. "Simplified Lateral Analysis of Deep Foundation Supported Bridge Bents: Driven Pile Case Studies." Journal of Bridge Engineering 16, no. 4 (2011): 558–69. http://dx.doi.org/10.1061/(asce)be.1943-5592.0000182.

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48

Pantelides, Chris P., and Gavin Fitzsimmons. "Case Study of Strategies for Seismic Rehabilitation of Reinforced Concrete Multicolumn Bridge Bents." Journal of Bridge Engineering 17, no. 1 (2012): 139–50. http://dx.doi.org/10.1061/(asce)be.1943-5592.0000203.

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49

Dar, Showkat Ahmad. "M.A Muqtedar Khan, Islam and Good Governance: A Political Philosophy of Ihsan." ICR Journal 10, no. 2 (2019): 306–9. http://dx.doi.org/10.52282/icr.v10i2.66.

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The work currently under review, by M. A. Muqtedar Khan, professor at the University of Delware (USA) and expert in Islamic thought, governance and international relations, is a unique addition to the subject area, exploring new dimensions of Islamic political philosophy. A serious, critical evaluation of the subject—theory vis-a-vis practice—Khan challenges the many political understandings held by classical and modern Islamic political thinkers. Human minds (irrespective of their religious bents) have searched through the ages for a world order capable of providing peace and tranquillity to

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50

Zając, Marta. "Wizerunek wschodnioeuropejskiego Żyda w literaturze i kulturze. Paradoksy i sprzeczności." Przegląd Wschodnioeuropejski 11, no. 2 (2020): 239–49. http://dx.doi.org/10.31648/pw.6507.

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In my paper I tackle the issue of the cultural self-image of the East European Jew. I provide a critical analysis of a number of texts, of different kinds and bents – confessional, literary, historical, political – to demonstrate the paradoxes and contradictions of Jewish identity. Noticing the bi-polar paths of Jewish self-interpretation (as exemplified, for instance, by Heschel and Szahak), neither free from the subjective and emotional trends, I argue for the truth closer to those views which acknowledge the religious specificity of the Jewish nation as the chosen people. Regardless of mult

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