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A cable-braced bridge was developed by German engineers at Cologne, Düsseldorf, and elsewhere in the 1950s and '60s; in this form a single tower at the midpoint supports the roadway by means of a number of cables.
For the determination of axle load, weigh-in-motion system using instrumented bridge was developed by Moses [1].
A plain strain finite element model that is symmetrical about the centerline of the bridge was developed by Arsoy et al. (1999).
A new fertility-awareness-based Bridge was developed for postpartum women starting with their first postpartum menses and until they are eligible to use the Standard Days Method®.
A finite element (FE) model of a one-span simply supported beam railway bridge was developed in ABAQUS®, considering both single damage case and multi-damage case.
The finite element model of the double track bridge was developed depending on additional finite element models, developed by the author, for small and full-scale plate girder steel bridge tests previously reported in the literature.
Similar(54)
As an AFM probe is approaching to a GaAs, a water bridge is developed around the tip-sample junction due to the capillary force.
In this paper, a three-dimensional fiber-based finite element model of a curved bridge is developed.
To this end a Finite Element model of the bridge is developed and the structural response is evaluated through non-linear dynamic response analyses under a set of historical ground motions of different intensities, including a near field record.
An experimental method, as well as a set of testing setups with the MR damper for longitudinal seismic response reduction of a SDOF generalized system representing the fundamental longitudinal mode of suspension bridge, is developed.
A wireless measurement system based on Wireless Sensor Networks (WSNs) for large bridges was developed in this paper.
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