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Sensitivity function analysis of gravitational wave detection with single-laser and large-momentum-transfer atomic sensors 被引量:2
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作者 Biao Tang Bao-Cheng Zhang +2 位作者 Lin Zhou Jin Wang Ming-Sheng Zhan 《Research in Astronomy and Astrophysics》 SCIE CAS CSCD 2015年第3期333-347,共15页
Recently, a configuration using atomic interferometers (AIs) had been sug- gested for the detection of gravitational waves. A new AI with some additional laser pulses for implementing large momentum transfer was als... Recently, a configuration using atomic interferometers (AIs) had been sug- gested for the detection of gravitational waves. A new AI with some additional laser pulses for implementing large momentum transfer was also put forward, in order to reduce the effect of shot noise and laser frequency noise. We use a sensitivity function to analyze all possible configurations of the new AI and to distinguish how many mo- menta are transferred in a specific configuration. By analyzing the new configuration, we further explore a detection scheme for gravitational waves, in particular, that ame- liorates laser frequency noise. We find that the amelioration occurs in such a scheme, but novelly, in some cases, the frequency noise can be canceled completely by using a proper data processing method. 展开更多
关键词 gravitational wave detection -- atomic interferometer-- laser frequencynoise
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A comparative empirical analysis of statistical models for evaluating highway segment crash frequency 被引量:1
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作者 Bismark R. D. K. Agbelie 《Journal of Traffic and Transportation Engineering(English Edition)》 2016年第4期374-379,共6页
The present study conducted an empirical highway segment crash frequency analysis on the basis of fixed-parameters negative binomial and random-parameters negative binomial models. Using a 4-year data from a total of ... The present study conducted an empirical highway segment crash frequency analysis on the basis of fixed-parameters negative binomial and random-parameters negative binomial models. Using a 4-year data from a total of 158 highway segments, with a total of 11,168 crashes, the results from both models were presented, discussed, and compared. About 58% of the selected variables produced normally distributed parameters across highway segments, while the remaining produced fixed parameters. The presence of a noise barrier along a highway segment would increase mean annual crash frequency by 0.492 for 88.21% of the highway segments, and would decrease crash frequency for 11.79% of the remaining highway segments. Besides, the number of vertical curves per mile along a segment would increase mean annual crash frequency by 0.006 for 84.13% of the highway segments, and would decrease crash frequency for 15.87% of the remaining highway segments. Thus, constraining the parameters to be fixed across all highway segments would lead to an inaccurate conclusion. Although, the estimated parameters from both models showed consistency in direction, the magnitudes were significantly different. Out of the two models, the random-parameters negative binomial model was found to be statistically superior in evaluating highway segment crashes compared with the fixedparameters negative binomial model. On average, the marginal effects from the fixedparameters negative binomial model were observed to be significantly overestimated compared with those from the random-parameters negative binomial model. 展开更多
关键词 Highway segmentCrash frequencynoise barriersMarginal effectsNegative binomial modelRandom-parameters
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