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Journal articles on the topic 'Bascule bridge'

Author: Grafiati

Published: 4 June 2021

Last updated: 8 February 2022

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1

Dahniel, Dahniel, and F. X. Supartono. "Analisis Deformasi dan Tegangan Pada Bascule Bridge Akibat Pengaruh Sudut Angkat Jembatan." JMTS: Jurnal Mitra Teknik Sipil 3, no. 4 (2020): 1257. http://dx.doi.org/10.24912/jmts.v3i4.8369.

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Bumi sedang menghadapi masalah pemanasan global yang besar sehingga membuat es di kutub mencair dan menambah tinggi muka air, juga mengurangi luas daratan. Dalam mengatasi masalah tersebut dibutuhkan suatu akses yang menghubungkan transportasi darat dan juga transportasi laut, jembatan bergerak merupakan solusi untuk mengatasi masalah tersebut. Jembatan bergerak memiliki banyak jenis, salah satunya adalah jembatan bascule, jembatan bascule adalah jembatan bergerak yang bergerak arah vertikal dan horizontal untuk memberikan akses kendaraan laut dan darat. Jembatan bascule ini menggunakan rangka

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2

Astiz, Miguel A., Javier Manterola, and Javier Fernandez-Revenga. "Estacio Bascule Bridge, Spain." Structural Engineering International 16, no. 2 (2006): 88–90. http://dx.doi.org/10.2749/101686606777962567.

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3

Jakobsen, Svein Erik, Dag Ivar Ytreberg, and Jaco Reusink. "New Fredrikstad Bascule Bridge, Norway." IABSE Symposium Report 97, no. 6 (2010): 61–67. http://dx.doi.org/10.2749/222137810796063797.

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4

Barpi, Fabrizio, and Michael A. B. Deakin. "The Bélidor Bascule Bridge Design." International Journal for the History of Engineering & Technology 82, no. 2 (2012): 159–75. http://dx.doi.org/10.1179/1758120612z.00000000010.

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5

Cundy, H. Martyn. "The Bascule Bridge: An Unexpected Cardioid." Mathematical Gazette 74, no. 468 (1990): 124. http://dx.doi.org/10.2307/3619354.

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6

Xu, Weiwei, Hanshan Ding, and Zhitao Lu. "Conceptual design of light bascule bridge." Structural Engineering and Mechanics 29, no. 4 (2008): 381–90. http://dx.doi.org/10.12989/sem.2008.29.4.381.

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7

Liu, Yun, Xin Yu, and Zhen Dong Qian. "Numerical Study of Dynamic Response of Steel Deck Pavement on the Bascule Bridge." Advanced Materials Research 148-149 (October 2010): 1246–49. http://dx.doi.org/10.4028/www.scientific.net/amr.148-149.1246.

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The bascule bridge is one of the most suitable bridge types for ports and rivers in cities. In order to discuss the mechanical behavior of the pavements in the opening process, the finite element model of the pavement system on the Haihe Bridge being built in Tianjin China was built, and the mechanical response in the opening process was calculated. The research results show that the asphalt paving with the thickness of 30mm~40mm is fit for the bascule bridge. The max shear stresses of pavement between pavement and steel plate in the opening process rise with the increase of Young’s modulus, a

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8

Yarnold, Matthew, and Jeffrey Weidner. "Monitoring of a bascule bridge during rehabilitation." Bridge Structures 12, no. 1-2 (2016): 33–40. http://dx.doi.org/10.3233/brs-160102.

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9

Huang, Dongzhou. "Hillsborough River Bascule Bridge Vibration and Rehabilitation." Transportation Research Record: Journal of the Transportation Research Board 2592, no. 1 (2016): 98–107. http://dx.doi.org/10.3141/2592-11.

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10

Arenas de Pablo, Juan Josü. "La Porta d’Europa Bascule Bridge in Barcelona, Spain." Structural Engineering International 10, no. 4 (2000): 218–20. http://dx.doi.org/10.2749/101686600780481211.

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11

Simpson, B., and D. E. Walshe. "Investigation into wind effects on Breydon bascule bridge." Engineering Structures 7, no. 1 (1985): 10–17. http://dx.doi.org/10.1016/0141-0296(85)90031-8.

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12

ADRIAENSSENS, Sigrid, Laurent NEY, and Matthieu MALLIE. "Piston stayed bascule bridge: a novel mobile bridge typology at Temse, Belgium." IABSE Congress Report 17, no. 15 (2008): 260–61. http://dx.doi.org/10.2749/222137908796292560.

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13

Kong, Byung-Seung, Dong-Oh Noh, and Kab-Soo Kyung. "Analysis of Bascule Bridge Behavior Based on Measurement Data." Journal of the Korea institute for structural maintenance and inspection 20, no. 2 (2016): 18–25. http://dx.doi.org/10.11112/jksmi.2016.20.2.018.

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14

Ashcheulov, A. V. "Controlling motion of metal bascule structures by fluid power system (exemplified by lifting of bascule bridge span)." IOP Conference Series: Materials Science and Engineering 1103, no. 1 (2021): 012001. http://dx.doi.org/10.1088/1757-899x/1103/1/012001.

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15

Hoag, Adam, Neil Hoult, and Andy Take. "Assessment of a bascule lift bridge using digital image correlation." Proceedings of the Institution of Civil Engineers - Bridge Engineering 170, no. 3 (2017): 168–80. http://dx.doi.org/10.1680/jbren.16.00022.

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16

Huang, Dongzhou. "Vibration Considerations in the Hillsborough River Bascule Bridge Rehabilitation Design." IABSE Symposium Report 102, no. 41 (2014): 269–76. http://dx.doi.org/10.2749/222137814814027774.

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17

Caglayan, Ozden, and Kadir Ozakgul. "Crack Assessment of the New Galata Bascule-Type Steel Bridge." Journal of Performance of Constructed Facilities 29, no. 3 (2015): 04014070. http://dx.doi.org/10.1061/(asce)cf.1943-5509.0000607.

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18

Eisenberg, Y. "PIER PROTECTION SYSTEM FOR THE DUWAMISH SHIP CHANNEL IN SEATTLE." Coastal Engineering Proceedings 1, no. 20 (1986): 137. http://dx.doi.org/10.9753/icce.v20.137.

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In 1978 an out-of-control ship hit and severely damaged a bascule bridge across the Duwamish West Waterway in Seattle seriously affecting both ship and highway traffic. The high level West Seattle Bridge was subsequently constructed to handle all through-highway traffic. A swing bridge was also designed to handle local traffic over the ship channel. The function of the pier protection system described in this paper is to protect the pivot piers and swing spans of this new bridge from damage by absorbing the part of the tranverse energy component imparted by a colliding ship, which is not absor

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19

Liu, Xue, John H. G. Macdonald, and Wei-zhen Chen. "Kinetic analysis and rehabilitation of old bascule bridge in Tianjin, China." Proceedings of the Institution of Civil Engineers - Bridge Engineering 166, no. 1 (2013): 36–50. http://dx.doi.org/10.1680/bren.10.00007.

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20

Petersen, DR, RE Link, and D. Prine. "First Continuous Remote Bridge Monitoring System Ensures Safe Operation of 65-Year-Old Rolling Bascule Bridge." Journal of Testing and Evaluation 25, no. 2 (1997): 267. http://dx.doi.org/10.1520/jte11489j.

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21

Bogdanov, Gennadiy I., Irina I. Rybina, and Anatoliy A. Antonyuk. "CALCULATION AND THEORETICAL STUDY OF STRESS-STRAIN STATE OF BASCULE BRIDGE SUPERSTRUCTURE." Proceedings of Petersburg Transport University 13, no. 2 (2016): 121–32. http://dx.doi.org/10.20295/1815-588x-2016-2-21-32.

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22

Qian, Zhendong, Leilei Chen, Chenlong Jiang, and Sang Luo. "Performance evaluation of a lightweight epoxy asphalt mixture for bascule bridge pavements." Construction and Building Materials 25, no. 7 (2011): 3117–22. http://dx.doi.org/10.1016/j.conbuildmat.2010.12.030.

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23

Sollogoub, Matthieu. "Cap-Assisted Synthesis of Hetero-Trifunctional Cyclodextrins, from Flamingo Cap to Bascule Bridge." European Journal of Organic Chemistry 2009, no. 9 (2009): 1295–303. http://dx.doi.org/10.1002/ejoc.200800930.

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24

Bistri, Olivia, Pierre Sinaÿ, Jesùs Jiménez Barbero та Matthieu Sollogoub. "Chemical Clockwise Tridifferentiation of α- and β-Cyclodextrins: Bascule-Bridge or Deoxy-Sugars Strategies". Chemistry - A European Journal 13, № 35 (2007): 9757–74. http://dx.doi.org/10.1002/chem.200700971.

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25

Nguyen, C., A. K. Kaw, and J. Paul. "Sensitivity analysis of cooling methods and geometric parameters in the assembly procedure of bascule bridge fulcra." Journal of Strain Analysis for Engineering Design 42, no. 5 (2007): 337–49. http://dx.doi.org/10.1243/03093247jsa257.

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To assemble the fulcrum of a bascule bridge, a trunnion is shrink fitted into a hub, followed by shrink fitting of the trunnion-hub (TH) assembly into the girder of the bridge. To shrink the TH assembly, it is cooled in a medium such as liquid nitrogen; however, during this process in some cases, the hub cracks. To reduce the possibility of such failures, a formal design-of-experiments study is conducted to find the influence of geometrical parameters such as the hub outer diameter and the radial interference (at the TH interface), and different cooling methods on design parameters such as the

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26

Srisarkun, V., and C. Jittawiriyanukoon. "An approximation of balanced score in neutrosophic graphs with weak edge weights." International Journal of Electrical and Computer Engineering (IJECE) 11, no. 6 (2021): 5286. http://dx.doi.org/10.11591/ijece.v11i6.pp5286-5291.

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Neutrosophic concept is known undirected graph theory to involve with complex logistic networks, not clearly given and unpredictable real life situations, where fuzzy logic malfunctions to model. The transportation objective is to ship all logistic nodes in the network. The logistic network mostly experiences in stable condition, but for some edges found to be volatile. The weight of these erratic edges may vary at random (bridge-lifting/bascule, ad hoc accident on road, traffic condition) In this article, we propose an approximation algorithm for solving minimum spanning tree (MST) of an undi

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27

Bistri, Olivia, Pierre Sinaÿ, Jesùs Jiménez Barbero та Matthieu Sollogoub. "Cover Picture: Chemical Clockwise Tridifferentiation of α- and β-Cyclodextrins: Bascule-Bridge or Deoxy-Sugars Strategies (Chem. Eur. J. 35/2007)". Chemistry - A European Journal 13, № 35 (2007): 9723. http://dx.doi.org/10.1002/chem.200790135.

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28

Deakin, Michael A. B. "79.16 More on Bascule Bridges." Mathematical Gazette 79, no. 484 (1995): 107. http://dx.doi.org/10.2307/3620009.

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29

Tesar, Alexander. "Synthesis in optimization of bionics bascule bridges." International Journal for Numerical Methods in Engineering 72, no. 8 (2007): 883–92. http://dx.doi.org/10.1002/nme.2009.

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30

Besterfield, G., A. Kaw, S. Nichani, B. Ratnam, T. A. Cherukara, and M. Denninger. "Assembly procedures of trunnion–hub–girder for bascule bridges." Theoretical and Applied Fracture Mechanics 40, no. 2 (2003): 123–34. http://dx.doi.org/10.1016/s0167-8442(03)00040-5.

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31

Garapati, S. H., L. Snyder, and A. Kaw. "Comparing two procedures for assembling steel fulcra in simple-trunnion bascule bridges." Bridge Structures 7, no. 1 (2011): 19–30. http://dx.doi.org/10.3233/brs-2011-016.

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32

Cuschieri, J. M. "The characteristics of the radiated noise from open grid and bascule bridges." Journal of the Acoustical Society of America 94, no. 3 (1993): 1816. http://dx.doi.org/10.1121/1.407820.

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33

Besterfield, Glen, Sanjeev Nichani, Autar K. Kaw, and Thomas Eason. "Full-Scale Testing of Procedures for Assembling Trunnion-Hub-Girder in Bascule Bridges." Journal of Bridge Engineering 8, no. 4 (2003): 204–11. http://dx.doi.org/10.1061/(asce)1084-0702(2003)8:4(204).

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34

Garapati, S. H., and A. Kaw. "Analysis of heating and cooling methods for assembly of steel fulcra in bascule bridges." Bridge Structures 8, no. 3,4 (2012): 121–33. http://dx.doi.org/10.3233/brs-120046.

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35

Sollogoub, Matthieu. "ChemInform Abstract: Cap-Assisted Synthesis of Hetero-Trifunctional Cyclodextrins, from Flamingo Cap to Bascule Bridge." ChemInform 40, no. 23 (2009). http://dx.doi.org/10.1002/chin.200923247.

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