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Bridges

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Published: 01 April 2013
Fig. 3 Motion of components in bridge type CMMs. (a) Moving bridge. (b) Fixed bridge. (c) L-shaped bridge. Source: Ref 1 More
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Published: 01 December 2006
Fig. 7.23 Section through a two-part bridge die, with the bridge extending into the container, for the production of a rectangular section. Source: Ames More
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Published: 30 September 2023
Figure 10.10: Forward extrusion of a tube with (a) a fixed mandrel and (b) a bridge-type die [ 1 ]. Reprinted by permission of Pearson Education, Inc. More
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Published: 01 November 2023
Fig. 3 Embedded multi-die interconnect bridge architecture. Copyright 2016 IEEE ( Ref 2 ) More
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Published: 01 November 2023
Fig. 43 (a) Fault-free, (b) resistive, (c) leakage, and (d) bridge TSV fault models. Copyright 2021 IEEE ( Ref 40 ) More
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Published: 30 June 2023
Fig. 18.2 Prefabricated bridge section More
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Published: 30 June 2023
Fig. 18.3 Aluminum pedestrian bridge in Smiths Falls, Ontario, Canada More
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Published: 30 June 2023
Fig. 18.6 Aluminum guard rails and handrails (a) Cast bridge guard rail supports in Pittsburgh, Pennsylvania. Source: Ref 18.12 . Courtesy of LB Foster. (b) Typical aluminum handrail in garden patio setting More
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Published: 01 January 2015
Fig. 2.1 The iron bridge at Coalbrookdale, England, built in 1778–1780. More
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Published: 01 August 2005
Fig. 4 The center span of the Tacoma Narrows Bridge writhes under a gale-force wind. Moments later the bridge collapsed. More
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Published: 01 August 2005
Fig. 6 This new bridge was opened in 1950. Its four-lane deck and stiffening trusses form a box design that resists torsional forces. Excitation is controlled by hydraulic dampers at the towers and at midspan. More
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Published: 01 August 2005
Fig. 1 USS Saratoga bridge. Photograph by Daniel P. Dennies, Bikini Atoll, 2003 More
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Published: 01 January 2000
Fig. 1 Uniform corrosion (rusting) of a weathering steel highway bridge girder More
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Published: 01 January 2000
Fig. 14 Two views of polymer mesh anodes used to protect reinforcing steel in bridge decks, parking garages, and other large structural surfaces. More
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Published: 01 November 2019
Fig. 7 SEM photo of bridge defect between two metal bus lines. More
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Published: 01 November 2019
Fig. 8 Bridge defect across output signal nodes of two inverters. More
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Published: 01 November 2019
Fig. 11 I DDQ response to gate-drain bridge defect ( Fig. 9 ) [4] . More
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Published: 01 November 2019
Fig. 23 A bridge defect between V DD and V SS. More
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Published: 01 November 2019
Figure 4 Fault models: stuck-at (a), transition fault (b), and bridging fault (c). More
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Published: 01 December 2015
Fig. 16 Two views of polymer mesh anodes used to protect reinforcing steel in bridge decks, parking garages, and other large structural surfaces. Courtesy of Raychem Corporation, Cathodic Protection Division More