Structural study of arch bridge with a span of 600m part I: Trial design. Xie, Y. In volume 138-139, pages 289 - 293, Sanya, China, 2012. Mechanical analysis;Static performance;Static stability;Structural mechanical analysis;Structural studies;Vibration characteristics;Paper abstract bibtex The trial design of a proposed arch bridge with a span of 600m is made. Static performance, static stability, and vibration characteristics of this type of bridge are discussed by structural mechanical analysis. The project's characteristics in finish state are summarized, and it is proved to be available to use this type of arch bridge at the span of 600m.
@inproceedings{20114814571533 ,
language = {English},
copyright = {Compilation and indexing terms, Copyright 2023 Elsevier Inc.},
copyright = {Compendex},
title = {Structural study of arch bridge with a span of 600m part I: Trial design},
journal = {Applied Mechanics and Materials},
author = {Xie, Yazhou},
volume = {138-139},
year = {2012},
pages = {289 - 293},
issn = {16609336},
address = {Sanya, China},
abstract = {The trial design of a proposed arch bridge with a span of 600m is made. Static performance, static stability, and vibration characteristics of this type of bridge are discussed by structural mechanical analysis. The project's characteristics in finish state are summarized, and it is proved to be available to use this type of arch bridge at the span of 600m.},
key = {Arch bridges},
keywords = {Arches;Vibration analysis;},
note = {Mechanical analysis;Static performance;Static stability;Structural mechanical analysis;Structural studies;Vibration characteristics;},
URL = {http://dx.doi.org/10.4028/www.scientific.net/AMM.138-139.289},
}
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