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Relevant bibliographies by topics / SIGNATURE BRIDGE

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Journal articles

Academic literature on the topic 'SIGNATURE BRIDGE'

Author: Grafiati

Published: 11 September 2023

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Journal articles on the topic "SIGNATURE BRIDGE"

1

Pielstick, Brett H. "Bridge Aesthetics for Broadway Bridge Replacement: Daytona Beach, Florida." Transportation Research Record: Journal of the Transportation Research Board 1696, no. 1 (2000): 31–40. http://dx.doi.org/10.3141/1696-05.

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As the gateway to the beaches of Daytona Beach, Florida, the new Broadway Bridge will be a signature bridge for the community. Mosaic tile murals up to 3 m in height will be incorporated around the columns of the new bridge, as will mosaic panels along the sidewalk handrail. The bridge will also feature ornamental handrail and light fixtures with aesthetic lighting that will display this high-profile structure to the surrounding skyline of Daytona Beach. Additional plantings and fountains will be provided with a grand architectural entrance welcoming visitors to Daytona Beach and onto this signature bridge. The glass tile mosaic art will feature manatees, dolphins, and other nature scenes with species endemic to Florida. Special reviews and approval of the art scenes will be done by the architect of record before fabrication of the large pieces. The Broadway Bridge replacement is being constructed with twin, precast, segmental concrete bridges erected by balanced cantilever construction with an overhead gantry system. The construction includes a cast-in-place, posttensioned flat-slab section on the west end. Each bridge will have a 20-m vertical clearance over the 38-m-wide navigational channel. The bridges will be approximately 918 m in length, with spans varying from 30 to 80 m. The span length variation with structure height will add to the overall aesthetic features of this signature bridge. Graceful lines developed by the segmental design and the additional architectural features provided by the mosaic inlays, lighting, plantings, and fountain make the Broadway Bridge unique and a beautiful addition to the Daytona Beach area.

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2

Curtis, Cynthia L., and Vincent Longo. "State invariants of 2-bridge knots." Journal of Knot Theory and Its Ramifications 27, no. 02 (2018): 1850016. http://dx.doi.org/10.1142/s0218216518500165.

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In this paper, we consider generalizations of the Alexander polynomial and signature of 2-bridge knots by considering the Gordon–Litherland bilinear forms associated with essential state surfaces of the 2-bridge knots. We show that the resulting invariants are well-defined and explore properties of these invariants. Finally, we realize the boundary slopes of essential surfaces as differences of signatures of the knot.

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3

Kaufmann, Walter, and Beat Meier. "Conceptual Bridge Design beyond Signature Structures." IABSE Symposium Report 105, no. 41 (2015): 1–8. http://dx.doi.org/10.2749/222137815818357520.

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4

Feng, Dongming, Christopher Mauch, Samuel Summerville, and Omar Fernandez. "Suspender Replacement for a Signature Bridge." Journal of Bridge Engineering 23, no. 11 (2018): 05018010. http://dx.doi.org/10.1061/(asce)be.1943-5592.0001299.

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5

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 complex bridge networks having i.i.d. lifetime components (nodes, edges) with the help of UGF and Owen’s method. This study reveals that a slight change in the complex bridge network affects the reliability significantly. Finally, by the reliability structure function, proposed algorithms are used to find the signature and MTTF. From signature, we have determined the different failure probabilities corresponding to edges of the network.Originality/valueIn this work, we have evaluated reliability characteristics and signature reliability of the complex bridge networks using UGF method and Owen’s method respectively unlike done in the past.

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6

Gürgendereli, Müberra. "From Maritsa to Mostar." Prilozi za orijentalnu filologiju, no. 70 (November 30, 2021): 49–78. http://dx.doi.org/10.48116/issn.2303-8586.2020.70.49.

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Rumor has it that that the Turks crossed the Marmara Sea on rafts. The Ottoman Empire, which set out from Gallipoli and became a state first and then an empire; reached the Balkan and Europe through bridges. Every bridge built over the huge rivers Ottomans crossed slowly became a signature of that region or city. Spectacular stone bridges, which are both art and aesthetic monuments and meet the transportation needs of the army, were built on the rivers from the capital to the last point Empire reached. Many bridges, especially the Mostar Bridge, Mehmed Paša Sokolović Bridge, Stone Bridge in Skopje, Bridge over Maritsa in Edirne, Bridges over the Tunca and the Uzunköprü (Long Bridge), which were built on the great Balkan rivers, symbols of abundance and plenitude, have been the subject of poems, shehrengiz and historical poems of classical poets, and also prose works and travel books. through various dreams and imaginations, these bridges are from time to time places where lovers go out for an evening stroll and meet, and sometimes through similes and metaphors compared to lover’s body, rainbow, Milky way, or the Sirat Bridge. These bridges are so ostentatious and appear as a great kemend that connects two mountains. The stone bridges built on the Balkan rivers from Edirne to Mostar that have poems written about them will be determined and interpreted in our article.

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7

V. Jatkar, Mohan, and Swapnil A. Navalkar. "Construction Planning for India's first “Signature Bridge”." IABSE Symposium Report 101, no. 7 (2013): 1–3. http://dx.doi.org/10.2749/222137813808627550.

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8

Malvermi, Raffaele, Sebastian Gonzalez, Fabio Antonacci, Augusto Sarti, and Roberto Corradi. "A Statistical Approach to Violin Evaluation." Applied Sciences 12, no. 14 (2022): 7313. http://dx.doi.org/10.3390/app12147313.

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Comparing violins requires competence and involves both subjective and objective evaluations. In this manuscript, vibration tests were performed on a set of 25 violins, both historical and new. The resulting bridge admittances were modeled in the low and mid-frequency ranges through a set of objective features. Once projected into the new representation, the bridge admittances of three historical violins made by Stradivari and a famous reproduction revealed high similarity. PCA highlighted the importance of signature mode frequencies, bridge hill behavior, and signature mode amplitudes in distinguishing different violins.

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9

Schlaich, Mike, and Uwe Burkhardt. "The Signature Cable-Stayed Bridge in New Delhi." IABSE Symposium Report 101, no. 19 (2013): 1–8. http://dx.doi.org/10.2749/222137813808626795.

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10

Duclos, Thierry, Mohamed Ketfi, Haythem Amami, and Cedric Aubazac. "A Signature Bridge in a Congested Urban Area." IABSE Congress Report 18, no. 28 (2012): 357–64. http://dx.doi.org/10.2749/222137912805110600.

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