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Journal articles on the topic 'Universal bridge'

Author: Grafiati

Published: 2 June 2025

Last updated: 31 July 2025

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1

Jiao, Ling. "Estimation of Fatigue Life of Long-Span Bridge by Considering Vehicle- Bridge Coupled Vibration." Open Mechanical Engineering Journal 9, no. 1 (2015): 944–49. http://dx.doi.org/10.2174/1874155x01509010944.

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To estimate the fatigue life of long-span steel bridge more accurately, this paper proposes a method for estimating the fatigue life of long-span bridges by considering vehicle-bridge coupled vibration. Firstly, the universal equation of vehicle-bridge vibration is derived based on triaxial standard multi-scale model of fatigue vehicle and bridge, and relevant program for vehicle-bridge coupled vibration is programmed. Secondly, a method for estimating the fatigue life of long-span steel bridge is proposed based on fracture mechanics theories, and the analysis process is expounded in details.

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2

Overney, Frédéric, Nathan E. Flowers-Jacobs, Blaise Jeanneret, et al. "Dual Josephson impedance bridge: towards a universal bridge for impedance metrology." Metrologia 57, no. 6 (2020): 065014. http://dx.doi.org/10.1088/1681-7575/ab948d.

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3

Hlinka, Richard, Matus Farbak, and Jaroslav Odrobinak. "The Use of Up-to Date Analyses for the Temporary Bridges Application in the Present." Civil and Environmental Engineering 20, no. 1 (2024): 491–507. http://dx.doi.org/10.2478/cee-2024-0038.

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Abstract Bridges are a critical element of the transport network. In case of neglected maintenance, war conflict or natural disaster, they may be damaged or destroyed. An alternative solution in the form of a detour is mostly feasible only in the case of ground communication. But even in this case, it can be a very difficult and lengthy solution. Therefore, temporary bridges are often used to replace the permanent bridge structure for a certain time. The history of temporary bridges is essentially as old as that of permanent bridges. The first patented temporary bridge was the Eifel Bridge, wh

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Wang, Zhangming, Nan Zhang, Xianting Du, Shilei Wang, and Qikai Sun. "Multiobjective Optimization of Cable Forces and Counterweights for Universal Cable-Stayed Bridges." Journal of Advanced Transportation 2021 (January 15, 2021): 1–13. http://dx.doi.org/10.1155/2021/6615746.

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In cable-stayed bridges, especially asymmetric bridges, counterweights are always made to work together with cable pretension forces to get a reasonable finished state. To solve the optimization problem of the cable-stayed bridge considering the counterweights, the integrated optimization method (IOM) for estimating cable forces and counterweights is proposed. In this method, the counterweights are proposed to act on the anchor points. After that, the summary of the minimum weighted total bending energy and the summary of the counterweights are considered as two objective functions of a multio

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5

HILDEN, HUGH M., MARIA TERESA LOZANO, and JOSÉ MARIA MONTESINOS-AMILIBIA. "UNIVERSAL 2-BRIDGE KNOT AND LINK ORBIFOLDS." Journal of Knot Theory and Its Ramifications 02, no. 02 (1993): 141–48. http://dx.doi.org/10.1142/s021821659300009x.

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Let (p/q, n) be the orbifold with cyclic isotropy of order n and with singular set the 2-bridge knot or link p/q where p and q are relatively prime numbers, q is odd, q is less than p, and q is not congruent to ±1 mod p (i.e. p/q is any non toroidal 2-bridge knot or link). We show that the orbifold fundamental group π1(p/q, n) is universal for n any multiple of 12. This means that if Γ is any such group, it can be thought of as a discrete group of hyperbolic isometries of hyperbolic 3-space ℍ3, and then, given any closed, oriented 3-manifold M, there exists a subgroup of finite index G of Γ su

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Kilian, H. G., M. Strauss, and W. Hamm. "Universal Properties in Filler-Loaded Rubbers." Rubber Chemistry and Technology 67, no. 1 (1994): 1–16. http://dx.doi.org/10.5254/1.3538664.

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Abstract Stress-strain cycles in filler loaded rubbers can be described with the aid of the van der Waals-network model. Reinforcement comes about by drawing pairs of filler particles apart. Reinforcement is observed because the intrinsic strain within the rubber bridge which is located between the filler particles exceeds the macroscopic strain very much, so much that interfacial slippage is enforced. The rubbery intra-cluster bridge distribution is represented by three dominant filler particle distances. One of them describes direct filler-to-filler (FF-) contacts, the critical strength of w

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7

Shi, Ying, Shan Ting Fang, Qing Yong Tian, and Wei Chen. "Spatial Analysis of Vehicle-Bridge Coupled Vibration Response between Curved Continuous Rigid-Frame Bridge and Motor Vehicle." Applied Mechanics and Materials 178-181 (May 2012): 2456–61. http://dx.doi.org/10.4028/www.scientific.net/amm.178-181.2456.

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According to the coordination equation of displacement between two system, spatial finite element model of curved continuous rigid frame bridge built by grillage method and whole vehicle model of 7 DOF, spatial numerical resolution of vehicle-bridge coupling was achieved. Then response curves of vehicle-bridge coupled vibration under different eccentric loads were obtained and dynamic coefficients of each web were solved. Compared with beam model, the results indicate that dynamic coefficients curves of each web under eccentric loads can be well simulated by grillage method and their differenc

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8

Kursin, Serhii, and Oleh Velychko. "Study of autotransformer bridges for measurements of the impedance parameters." Ukrainian Metrological Journal, no. 4 (December 27, 2024): 3–10. https://doi.org/10.24027/2306-7039.4.2024.318844.

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The analysis of the existing impedance measurement methods showed that for the establishment of precision comparators that operate in a wide range of values in the audio frequency range, it is best to use transformer and autotransformer bridges. Autotransformer bridges are used for measurements in a wide range of the impedance values. The use of autotransformer bridges allows reducing the measurement error to 10–7–10–9. High metrological characteristics of transformer bridge circuits make it possible to use them in commercial devices and precision measuring equipment. Simple autotransformer br

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9

MR., P. P. KULKARNI, and RENU BARALE. "SPEED CONTROL OF UNIVERSAL MOTOR USING SNIVERSAL BRIDGE." IJIERT - International Journal of Innovations in Engineering Research and Technology 5, no. 4 (2018): 22–26. https://doi.org/10.5281/zenodo.1453969.

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<strong>Speed control of AC and DC motor is carried out by using universal bridge drive. This universal Bridge which consist combination of IGBT & MOSFET and Diodes by changing the gate pulses . This universal Bridge is controlled by V/F control method. This method is used for single phase AC and DC motor control w ith small modification in hardware and software using Simu link. Power circuit includes inverter which connected to PWM generator. There are many industrial and domestic applications were speed variation is required,many speed control techniques are used like rheostat control,va

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10

Jeon, Chi-Ho, Duy-Cuong Nguyen, Gitae Roh, and Chang-Su Shim. "Development of BrIM-Based Bridge Maintenance System for Existing Bridges." Buildings 13, no. 9 (2023): 2332. http://dx.doi.org/10.3390/buildings13092332.

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Globally, bridges are rapidly aging, and traditional maintenance approaches face significant challenges in terms of efficiency and cost. To overcome these challenges, considerable research has been conducted to introduce enhanced bridge management systems (BMSs) based on bridge information modeling (BrIM) from various perspectives. However, most studies have highlighted the advantages of BrIM, while neglecting the practical issues that potential users may encounter on existing bridges. The primary problem is digitizing existing bridges that have not yet adopted BrIM. The universal applicabilit

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11

Theiler, Nadine. "An Epistemic Bridge for Presupposition Projection in Questions." Semantics and Linguistic Theory 30 (March 2, 2021): 252. http://dx.doi.org/10.3765/salt.v30i0.4817.

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It is often assumed that presuppositions in wh-questions project universally. However, Schwarz & Simonenko (2018) note examples of such questions where universal projection is absent. I discuss their account and propose an alternative: by reasoning about the pragmatics of question-answer discourse, I arrive at a version of Stalnaker's bridge principle that is sensitive to what the speaker already knows about the true answer to the question. This Epistemic Bridge predicts universal projection for canonical information-seeking questions, but less than universal projection for certain non-can

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12

Chuev, G. N., and I. I. Vyalov. "A universal bridge functional for infinitely diluted solutions." Russian Journal of Physical Chemistry A 87, no. 9 (2013): 1598–99. http://dx.doi.org/10.1134/s0036024413090070.

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13

Khan, Tareq, and Khan Wahid. "Universal bridge interface for DVP-compatible image sensors." Microprocessors and Microsystems 35, no. 6 (2011): 547–56. http://dx.doi.org/10.1016/j.micpro.2011.05.008.

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14

Ventimiglia, Giorgio, Enrico Alessi, and Salvatore Petralia. "A bridge-like solution for Universal Microarray applications." Sensors and Actuators B: Chemical 232 (September 2016): 102–6. http://dx.doi.org/10.1016/j.snb.2016.03.119.

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15

Omre, Henning, and Kjetil B. Halvorsen. "The Bayesian bridge between simple and universal kriging." Mathematical Geology 21, no. 7 (1989): 767–86. http://dx.doi.org/10.1007/bf00893321.

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16

LÉANDRE, R. "COVER OF THE BROWNIAN BRIDGE AND STOCHASTIC SYMPLECTIC ACTION." Reviews in Mathematical Physics 12, no. 01 (2000): 91–137. http://dx.doi.org/10.1142/s0129055x00000058.

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We define the universal cover of the Brownian bridge of a symplectic manifold. This allows us to define a non-trivial functional over it called the stochastic symplectic action, and to define local Sobolev spaces over the universal cover, such that the symplectic action belong to them. This is done in the purpose of an analytical Morse theory in the sense of Witten over the loop space associated to this symplectic action. In this purpose, a stochastic Witten complex is constructed over the universal cover of the loop space, and modulo some weights, it is shown that its cohomology is equal to t

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17

Yates, David J., and Joseph W. Weiss. "Universal Broadband." International Journal of Innovation in the Digital Economy 1, no. 2 (2010): 25–43. http://dx.doi.org/10.4018/jide.2010040102.

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A new digital divide is emerging both within and between nations that is due to inequalities in broadband Internet access. To bridge the global broadband divide, organizations and individuals must collaborate to provide broadband access to a converged high-speed Internet for both rich and poor citizens worldwide. The authors argue that addressing this global problem is an ethical imperative that requires bridging the perspectives of multiple stakeholders and applying their collective resources, power and will. This paper develops a comprehensive framework, using stakeholder theory, which ident

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18

Qiu, Jing, Guang Feng Li, and Rui Li Shen. "Geometrically Nonlinear Stability Study of Self-Anchored Arch-Suspension Bridges." Applied Mechanics and Materials 90-93 (September 2011): 1137–43. http://dx.doi.org/10.4028/www.scientific.net/amm.90-93.1137.

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The self-anchored arch-suspension bridge is characterized by innovative structure and beautiful shape. In order to research the mechanical characteristics and stability of this structure that has never been built, the proposed preliminary design of the combined system bridge with a main span of 406m is studied. On the basis of the transfer mechanism of live load based on the deflection theories of suspension bridges and arch bridges, the stability of the combined system bridge is analyzed in this paper. The universal finite element software ANSYS is applied to study the linear elastic stabilit

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19

Y M GORBATYK, К I SOLDATOV, and V E ARTYOMOW. "TO SUPPLY OF ALLOWABLE TRAINS MOVEMENT SPEED ON A FLOATING BRIDGE." Bridges and tunnels: Theory, Research, Practice, no. 6 (September 20, 2014): 24–34. http://dx.doi.org/10.15802/bttrp2014/41015.

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Purpose. This publication presents the results of calculations spans for floating bridges. Аim of this study is to determine the maximum speed of the vehicle, which did not lead to abnormal appearance to stresses and strains in the construction of the bridge. Methodology. This paper uses the comparative method, analytical methods for calculatingbridges calculations of strength, endurance, maximum shear stress. Findings. Increasing the length of pontoon even at 1m. (from 10,5 to 11,5 m) is accompanied by a decrease in displacement (and other derived parameters of the stress-strain state) span 4

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20

Schwarz, Bernhard, and Alexandra Simonenko. "Decomposing universal projection in questions." ZAS Papers in Linguistics 61 (January 1, 2018): 361–74. http://dx.doi.org/10.21248/zaspil.61.2018.501.

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Revising a proposal by Guerzoni (2003), we propose to derive universal projectionof presuppositions in wh-questions, where attested, from a family of three felicity conditions onquestion use. Assuming that these felicity conditions can be violated under certain conditions,this proposal predicts a typology of contexts where universal projection can exceptionally beunattested. We propose that this prediction is correct, presenting a family of scenarios wherethe expected absence of universal projection is observed.Keywords: wh-questions, universal presupposition projection, felicity conditions, b

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21

Petrescu, Florian Ion Tiberiu, and Relly Victoria Virgil Petrescu. "The structure, geometry, and kinematics of a universal joint." Independent Journal of Management & Production 10, no. 8 (2019): 1713. http://dx.doi.org/10.14807/ijmp.v10i8.923.

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The paper briefly presents the geometry, structure, and kinematics of a universal joint, very commonly used in machine building, especially today for heavy and engine-driven vehicles and transmissions located in different areas as well as for all-wheel-drive vehicles. The universal joint, or the cardan cross, conveys the rotation movement from one bridge to the other (when the rotary shaft suffers both movements, upward and downward). The kinematic scheme of a cardan transmission is composed of two cardan shafts (one input and one output), both of which are equipped with a cardan cross (univer

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22

Лозбинев, Владимир, Vladimir Lozbinev, Дмитрий Кочевинов, et al. "Dynamics simulation of bridge crane electromechanical system." Bulletin of Bryansk state technical university 2014, no. 1 (2014): 63–67. http://dx.doi.org/10.12737/23379.

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Presents the methods and results of modeling of dynamic processes controlled movement of the bridge crane with regard to wheel slippage, redistribution vertical loads, horizontal irregularities of rails and other features of the mechanical subsystem based on the combination of software systems Matlab/Simulink and «Universal mechanism».

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23

POIRIER, W., and F. SCHOPFER. "QUANTUM HALL EFFECT AND OHM METROLOGY." International Journal of Modern Physics B 23, no. 12n13 (2009): 2779–89. http://dx.doi.org/10.1142/s0217979209062360.

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The quantum Hall effect (QHE) discovery has revolutionized the ohm metrology: the representation of the unit of resistance is now universal and the ohm can be maintained in each national metrology institute with a relative uncertainty of one part in 109. This breakthrough also results from the development of resistance comparison bridges using cryogenic current comparator (CCC). The fundamental properties of the QHE allow the realization of Quantum Hall Array Resistance Standards (QHARS) by combining a large number of single Hall bars connected in series and/or in parallel. These standards can

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24

Baldassarri, Andrea. "Universal excursion and bridge shapes in ABBM/CIR/Bessel processes." Journal of Statistical Mechanics: Theory and Experiment 2021, no. 8 (2021): 083211. http://dx.doi.org/10.1088/1742-5468/ac1404.

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25

Sawicki, Antoni. "Diagnostics of Electric Arc versus the Development of Universal Mathematical Models." Biuletyn Instytutu Spawalnictwa, no. 6 (December 2021): 47–57. http://dx.doi.org/10.17729/ebis.2021.6/5.

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The article presents universal mathematical static current-voltage characteristics- based models of electric arc and indicates primary issues concerned with arc diagnostics related to the determination of the above-named models. Particular attention was paid to the experimental determination of AC-powered arc voltage. Diagnostics-related purposes involved the use of bridge systems with one or two sources of current. Computer-aided simulations involving sinusoidal and trapezoidal current-based excitations made it possible to demonstrate the possibility of obtaining minimum values of bridge unba

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Gao, Heng Shan, and Tie Ying Li. "Shrinkage and Creep of Concrete on the Mechanical Properties of Cable-Stayed Bridge." Advanced Materials Research 594-597 (November 2012): 1498–503. http://dx.doi.org/10.4028/www.scientific.net/amr.594-597.1498.

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In this paper, using the universal finite element analysis software SAP2000 to build a large span cable-stayed bridge with finite element model, using a stepwise analysis finite element method to study the concrete shrinkage and creep efforts on the main beam inner force and deformation, cable tension during the cable-stayed bridge construction process and after the bridge. Research results show that the effects of shrinkage and creep in the finished bridge cannot be ignored, and the results can be used as reference for the design of similar projects.

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Bisht, Soni, and S. B. Singh. "Signature reliability of binary state node in complex bridge networks using universal generating function." International Journal of Quality & Reliability Management 36, no. 2 (2019): 186–201. http://dx.doi.org/10.1108/ijqrm-08-2017-0166.

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PurposeThe purpose of this paper is to evaluate various reliability measures like reliability, expected lifetime (mean time to failure), signature reliability and compare networks based on the different flows.Design/methodology/approachThe reliability characteristics of complex bridge networks have been evaluated using different algorithms with the help of universal generating function (UGF). Further, the signature reliability of the considered networks has been determined using Owen’s method.FindingsThe present paper proposes an efficient algorithm to compute the reliability indices of comple

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Váša, Ondřej. "A Bridge That Turned Into a Pier." Lidé města 20, no. 2 (2018): 353–77. http://dx.doi.org/10.14712/12128112.3291.

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Karel Prager’s project of the experimental housing development in Košíře (1975) was doomed to be an ultimate failure from the beginning. As a specific variation of Yona Friedman’s vision of the “city above the city”, it was supposed to hover above the town, exploiting inaccessible or built‑up terrain, as well as avoiding a costly and painful redevelopment. It promised to be just a small sample of a universal solution for overpopulated cities, as well as a universal construction set for any unforeseen requirements of the future populations. For these purposes, the simple frame utilised the brid

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Gruenwald, Oskar. "The Bridge to Eternity." Journal of Interdisciplinary Studies 8, no. 1 (1996): 131–48. http://dx.doi.org/10.5840/jis199681/28.

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This essay considers Medjugorje, a small mountain village in Bosma-Hercegovina, as an icon or a bridge between God and man. The contemporary quest for national roots in the Balkans has led to cultural policies in the Yugoslav successor states which deny all common bonds among the South Slavs, resulting in a Kafkaesque civil war. Drawing on the crisis of liberal democracy and community in the West, the essay explores the prospects for peace in the former Yugoslavia, as reflected in Our Lady of Medjugorje's call for moral and spiritual renewal. It concludes that the quintessential, universal. Ch

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Gruenwald, Oskar. "The Bridge to Eternity." Journal of Interdisciplinary Studies 8, no. 1 (1996): 131–48. http://dx.doi.org/10.5840/jis199681/28.

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This essay considers Medjugorje, a small mountain village in Bosma-Hercegovina, as an icon or a bridge between God and man. The contemporary quest for national roots in the Balkans has led to cultural policies in the Yugoslav successor states which deny all common bonds among the South Slavs, resulting in a Kafkaesque civil war. Drawing on the crisis of liberal democracy and community in the West, the essay explores the prospects for peace in the former Yugoslavia, as reflected in Our Lady of Medjugorje's call for moral and spiritual renewal. It concludes that the quintessential, universal. Ch

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31

Feldt, Waldemar Marek. "Birth of Spacetime: The Feldt-Higgs Universal Bridge (F-HUB) Theory, Part One - A Universal Informational Framework for Mass, Gravity and Entropy." International Journal of Current Science Research and Review 08, no. 05 (2025): 1978–97. https://doi.org/10.47191/ijcsrr/V8-i5-06.

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<strong>Abstract</strong>: For over a century, physics has been divided between General Relativity, which describes gravity as spacetime curvature, and Quantum Mechanics, which governs subatomic probabilities. Despite their success, these frameworks remain fundamentally disconnected. The Feldt-Higgs Universal Bridge (F-HUB) introduces a new paradigm that bridges these gaps, proposing that spacetime, mass, and gravity are not fundamental properties but emergent effects arising from structured quantum information. Building on principles such as the Holographic Principle, black hole thermodynamic

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Urban, Dariusz, Marek Jałbrzykowski, and Maria Gołębiewska. "Fatigue Testing of Dental Bridges on Selected Examples." Acta Mechanica et Automatica 11, no. 1 (2017): 53–57. http://dx.doi.org/10.1515/ama-2017-0008.

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Abstract The paper presents example tests of the functional quality of selected designs of dental bridges. These were: porcelain bridges on a metal base (cobalt based alloy), porcelain bridges on a zirconia base (zirconia ceramic – Zirkon Zahn), and full zirconia bridges (Zirkon Zahn). For the purpose of the study, durability of bridges in cyclic fatigue testing was adopted as a measure of their quality. The tests were carried out on a Zwick Roell Z010 universal testing machine. They consisted in cyclic loading and unloading of dental bridges mounted on gypsum models at a loading force of F= 4

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Zhang, Wei, Zhihao Ming, Na Chen, et al. "An interlocked DNA cascade system for universal probe-based melting curve analysis." Nanoscale 12, no. 39 (2020): 20449–55. http://dx.doi.org/10.1039/d0nr04691d.

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Lu, Jun, Zhuo Zhang, and Juan Mo. "Research on Universal Combinatorial Coding." Scientific World Journal 2014 (2014): 1–8. http://dx.doi.org/10.1155/2014/414613.

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The conception of universal combinatorial coding is proposed. Relations exist more or less in many coding methods. It means that a kind of universal coding method is objectively existent. It can be a bridge connecting many coding methods. Universal combinatorial coding is lossless and it is based on the combinatorics theory. The combinational and exhaustive property make it closely related with the existing code methods. Universal combinatorial coding does not depend on the probability statistic characteristic of information source, and it has the characteristics across three coding branches.

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Jiang, Xiu Juan, Jun Yan Wu, and Jian Xin Liu. "Buffeting Time-Domain Analysis of Long-Span and Slender Suspension Bridge with a Steel Truss Stiffened Girder." Applied Mechanics and Materials 178-181 (May 2012): 2183–86. http://dx.doi.org/10.4028/www.scientific.net/amm.178-181.2183.

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Consideration of natural wind related features, improved use of the harmonic synthesis, along with a high degree of change Simiu spectrum and Lumley-Panofsky spectrum as the goal of full-bridge stochastic wind field were simulated, generating a bridge structure of discrete points of vertical and horizontal wind pulse of time. Carried on the simulation using large universal finite element ANSYS, and the overall evaluation structure’s geometry misalignment, the host cable bridge tower wind load, the effective wind angle of attack’s influence, has calculated of the beam self-excited forces and ob

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Franklin, Elise. "A Bridge Across the Mediterranean." French Politics, Culture & Society 36, no. 2 (2018): 28–52. http://dx.doi.org/10.3167/fpcs.2018.360202.

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During the Algerian War, Nafissa Sid Cara came to public prominence in two roles. As a secretary of state, Sid Cara oversaw the reform of Muslim marriage and divorce laws pursued by Charles de Gaulle’s administration as part of its integration campaign to unite France and Algeria. As president of the Mouvement de solidarité féminine, she sought to “emancipate” Algerian women so they could enjoy the rights France offered. Though the politics of the Algerian War circumscribed both roles, Sid Cara’s work with Algerian women did not remain limited by colonial rule. As Algeria approached independen

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Yao, Ling, Hong Duo Zhao, Zhan Yu Dong, Yi Fan Sun, and Yuan Fa Gao. "Laboratory Testing of Piezoelectric Bridge Transducers for Asphalt Pavement Energy Harvesting." Key Engineering Materials 492 (September 2011): 172–75. http://dx.doi.org/10.4028/www.scientific.net/kem.492.172.

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This paper presents the test results of the energy converting efficiency of piezoelectric Bridge transducer for harvesting stress driven energy in asphalt pavement. The arc and the trapezoidal Bridge transducer were made for performance comparison. The Bridge transducers were tested by Universal Testing Machine (UTM) under different frequencies and distributed load. The output voltage was recorded by digital storage oscillograph. 4 groups of data were obtained. The maximum output voltage of 232V was recorded from the arc Bridge transducer in the initial laboratory test, which was conducted und

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Liu, Ming, Zetao Li, and Xiaoliu Yang. "A Universal Mathematical Model of Modular Multilevel Converter with Half-Bridge." Energies 13, no. 17 (2020): 4464. http://dx.doi.org/10.3390/en13174464.

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Modular multilevel converters (MMCs) play an important role in the power electronics industry due to their many advantages, such as modularity and reliability. In the current research, the simulation method is used to study the system. However, with the increasing number of sub-modules (SMs), it is difficult to model and simulate the system. In order to overcome these difficulties, this paper presents a universal mathematical model (UMM) of MMC using half-bridge cells as SMs. The UMM is a full-scale model with switching state, capacitance, inductance, and resistance characteristics. This metho

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39

Buckman, Stephen. "Book Review: The Bridge and the City: A Universal Love Story." Journal of Planning Education and Research 37, no. 2 (2016): 246–47. http://dx.doi.org/10.1177/0739456x16652200.

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40

Edward Rajan, S., P. S. Kannan, K. Muneeswaran, and T. Revathi. "Modelling and Simulation of Universal Digital AC Bridge Using Ann Technique." International Journal of Modelling and Simulation 26, no. 2 (2006): 137–42. http://dx.doi.org/10.1080/02286203.2006.11442361.

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41

Nowicka, Alicja, Ryta Łagocka, Mariusz Lipski, et al. "Clinical and Histological Evaluation of Direct Pulp Capping on Human Pulp Tissue Using a Dentin Adhesive System." BioMed Research International 2016 (2016): 1–9. http://dx.doi.org/10.1155/2016/2591273.

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Objective. This study presents a clinical and histological evaluation of human pulp tissue responses after direct capping using a new dentin adhesive system. Methods. Twenty-eight caries-free third molar teeth scheduled for extraction were evaluated. The pulps of 22 teeth were mechanically exposed and randomly assigned to 1 of 2 groups: Single Bond Universal or calcium hydroxide. Another group of 6 teeth acted as the intact control group. The periapical response was assayed, and a clinical examination was performed. The teeth were extracted after 6 weeks, and a histological analysis was perfor

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Luo, Jun Li, Zhi Sheng Xu, Jun Li, and Ji Hao Yang. "Study on Prediction Model of Shrinkage and Creep of Prestressed Concrete Beam in Passenger Dedicated Line." Advanced Materials Research 255-260 (May 2011): 3998–4002. http://dx.doi.org/10.4028/www.scientific.net/amr.255-260.3998.

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To improve the calculation precision of deformation in prestressed concrete bridge in passenger dedicated line and accurately predict the development of shrinkage and creep in bridge, a universal applicable modified model was put forward in this paper based on ACI 209R(1992) shrinkage and creep model. In the modified model, three influence factors-slump, strength and reinforcement - are corrected. And the modified model results were compared with the experimental results. It shows that the modified model can more accurately predict the development of shrinkage and creep of high-speed railway b

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Ozioma J., Okey-Kalu, Okorie Okechukwu, and Nweke Nneka U. "Is Emoji a Universal Language?" Edumania-An International Multidisciplinary Journal 02, no. 02 (2024): 97–108. http://dx.doi.org/10.59231/edumania/9040.

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The invention of the internet and digital communication channels has made it possible for people in different parts of the world to interact without geographic restrictions. Nevertheless, people from different speech communities may encounter communication barriers as a result of their language differences. The invention of emojis, which are perceived as a universal language, is believed to bridge the communication gap between individuals of different languages. To find out how effective emojis are in communication, the findings of four empirical studies, which investigated the use of emojis i

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Liu, Pan. "Life Cycle Cost Analysis of Anticorrosive Coating of Steel Bridge." Advanced Materials Research 496 (March 2012): 121–25. http://dx.doi.org/10.4028/www.scientific.net/amr.496.121.

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This paper is about a design to steel structure anticorrosive coating of one domestic bridge which is 100-year design Life by using the latest life cycle cost analysis (LCC).With comparing the fees of four painting program, the most optimized economic is program IV, that is arc spraying aluminum、dilution epoxy MIO, universal epoxy antirust paint and polyurethane topcoat system. It has a important guiding significance to design anti-corrosion coating of other bridge steel structure.

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Dolganov, P. V., N. A. Spiridenko, V. K. Dolganov, E. I. Kats, and K. D. Baklanova. "Cascade Formation of Topological Defects and Satellite Droplets in Liquid Crystals at Dynamic Capillary Instability." JETP Letters 118, no. 2 (2023): 130–35. http://dx.doi.org/10.1134/s0021364023601938.

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The formation of topological defects at the nematic–isotropic liquid interface and near satellite droplets has been detected at the breakup and fragmentation of the bridge of the isotropic phase between nematic domains. This process has been implemented in thin optical cells filled with a liquid crystal. The critical width of the bridge at which a universal time dependence of its width is determined by the capillary velocity (ratio of the surface tension to the viscosity) has been determined.

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Ferguson, Ann. "Resisting the Veil of Privilege: Building Bridge Identities as an Ethico-Politics of Global Feminisms." Hypatia 13, no. 3 (1998): 95–113. http://dx.doi.org/10.1111/j.1527-2001.1998.tb01372.x.

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Northern researchers and service providers espousing modernist theories of development in order to understand and aid countries and peoples of the South ignore their own non-universal starting points of knowledge and their own vested interests. Universal ethics are rejected in favor of situated ethics, while a modified empowerment development model for aiding women in the South based on poststructuralism requires building a bridge identity politics to promote participatory democracy and challenge Northern power knowledges.

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Machelski, Czesław, Maciej Hildebrand, and Maksymilian Kliński. "Investigation of the Stiffness of a Specially Strengthened Bridge When Crossed by Very Heavy Vehicles – A Case Study." Baltic Journal of Road and Bridge Engineering 19, no. 1 (2024): 1–33. http://dx.doi.org/10.7250/bjrbe.2024-19.625.

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The measurement of bridge deflection induced by a motor vehicle is an effective way of verifying the weight of the vehicle, and even of determining the layout of its axles. If the vehicle’s weight and the impacts of its individual axles are known, deflection measurements can be used to verify the stiffness of the bridge structure and to evaluate the effectiveness of steel-concrete composite span integration. The bridge in this case study had been specially permanently adapted to carrying very heavy loads, generated by overweight transports reaching the total weight of a few to over 10 MN. The

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Fariborz, Amir H., J. Ho, and T. G. Steele. "Universal Scale Factors: A Bridge Between Chiral Lagrangians and QCD Sum-Rules." Nuclear and Particle Physics Proceedings 312-317 (July 2021): 73–77. http://dx.doi.org/10.1016/j.nuclphysbps.2021.05.020.

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Rosenfeld, Yaakov. "‘‘Onsager-molecule’’ approach to liquid structure: Derivation of the universal bridge functions." Physical Review A 37, no. 9 (1988): 3403–9. http://dx.doi.org/10.1103/physreva.37.3403.

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Xiao, Lin, Yaxi Huang, and Xing Wei. "Study on Deflection-Span Ratio of Cable-Stayed Suspension Cooperative System with Single-Tower Space Cable." Infrastructures 8, no. 3 (2023): 62. http://dx.doi.org/10.3390/infrastructures8030062.

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This study uses the wind–vehicle–bridge coupling vibration analysis method to investigate the bridge stiffness problem of a large-span cable-stayed-suspension cooperative system. On the basis of the particle-damping-spring vehicle model, the TMeasy surface contact tire model is introduced, and a set of universal wind–vehicle–bridge coupling analysis algorithm is built in the framework of the whole process iterative method. Based on the Latin supercube sampling principle, random traffic flow is generated and loaded onto bridge structures with different stiffness conditions to analyze the drivin

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