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The approach presented herein will be applied to more general configurations and bridge application examples in a companion paper.
From both experimental and validated FE analysis results, the proposed space frame structure satisfied the standard requirements for pedestrian bridge application in terms of natural frequency.
To validate the effectiveness of the proposed deck system for bridge application, push-out, full-scale flexural, and deck-to-girder connection tests for each deck profile have been conducted.
To solve the computational constraints in performing numerical analysis on a personal computer, a Multi-Euler domain method based on the fully-coupled Lagrange and Euler models is adopted and further developed for long span bridge application.
To further facilitate the development and adaptation of the system for bridge application, this paper presents a systematic performance evaluation of the folded plate girder system through experimental and numerical programs.
This paper describes the dynamic and fatigue performances of a large-scale space frame assembled using pultruded glass fiber reinforced polymer (GFRP) composites, with reference to pedestrian bridge application.
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This research project investigates foundation and cap-beam connections for these bridge applications.
Elastomeric bearings are used in non-seismic bridge applications and for seismic isolation of structures.
Since these composite materials are new to bridge applications, reliable data is not available for their in-service performance.
This paper provides the experimental results of a new hybrid beam intended for use in bridge applications.
Discrete hoop reinforcement is preferable over continuous spiral reinforcement due to ease of construction in bridge applications.
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Justyna Jupowicz-Kozak
CEO of Professional Science Editing for Scientists @ prosciediting.com