Citation

Zhao Q. Adv. Sci. Technol. Lett. (Sandy Bay) 2017; 143: 261-265.

Copyright

(Copyright © 2017, Science and Engineering Research Support Society)

DOI

10.14257/astl.2017.143.52

PMID

unavailable

Abstract

Production used in concrete block, and its application in bridge construction relative lag, while the main reason is in the basic application of lightweight aggregate concrete has some involves the concrete specification. Multi-objective equivalent calm wind load analysis method is proposed to achieve the equivalent load with a small amount of general pattern guarantee multiple target equivalent, but in fact, the response of the roof structure of each node generally will not peak at the same time, makes the equivalent methods may overestimate the wind load on the structure effect, causing unnecessary waste. Under this basis, this paper proposes the novel computer aided windinduced vibration response model of bridges from signal processing perspective. This paper proposes the novel idea of the pattern that will then represent the features of the corresponding models. The performance is verified based on the experiment.

Language: en