2018
DOI: 10.3846/est.2018.6480
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The Analysis of Rational Component Parameters for Stress Ribbon Through Steel Arch Footbridges

Abstract: The article discusses the main component parameters and their interdependencies for a composite stress ribbon trough arch structure. The paper presents a methodology for balancing the combined suspension through arch steel bridge structure, suggests analytical methods for putting together the bearing components of the bridge and considers rational component parameters.

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“…In addition, the time history curves of various vibration parameters can be obtained. Due to the vibration of the real bridge structures are often complex, are generally not random, directly according to the signal or data to analyze and judge the regularity of structural vibration is difficult, usually need to analyze the vibration waveform and processing, in order to do further analysis for structure dynamic performance, can draw such as amplitude, parameters such as damping ratio, coefficient of vibration mode, impact [19][20][21][22][23]. Frequency domain analysis is to reveal the frequency of the signal components and transfer characteristics of vibration system.…”
Section: Dynamic Load Testmentioning
confidence: 99%
“…In addition, the time history curves of various vibration parameters can be obtained. Due to the vibration of the real bridge structures are often complex, are generally not random, directly according to the signal or data to analyze and judge the regularity of structural vibration is difficult, usually need to analyze the vibration waveform and processing, in order to do further analysis for structure dynamic performance, can draw such as amplitude, parameters such as damping ratio, coefficient of vibration mode, impact [19][20][21][22][23]. Frequency domain analysis is to reveal the frequency of the signal components and transfer characteristics of vibration system.…”
Section: Dynamic Load Testmentioning
confidence: 99%