Wind power spectra for coastal area of East Jiangsu Province based on SHMS

Hao Wang,Tianyou Tao,Teng Wu 한국풍공학회 2016 Wind and Structures, An International Journal (WAS Vol.22 No.2

A wind velocity power spectrum (WVPS) with high fidelity is extremely important for accurate prediction of structural buffeting response. WVPS heavily depends on the geographical locations, local terrains and topographies. Hence, field measurement of wind characteristics may be the unique way to obtain the accurate WVPS for a specific region. In this paper, a systematic analysis and discussions of existing WVPSs were performed. Six recorded strong wind data from the structural health monitoring systems (SHMS) of Runyang Suspension Bridge (RSB) and Sutong Cable-stayed Bridge (SCB) in Jiangsu Province of China were selected for analysis. The measured and pre-processed wind velocity data was first transformed from time domain to frequency domain to obtain the measured spectrum. The spectrum for each strong wind was then fitted using the nonlinear least square method and compared with both the fitted spectrum from statistical analysis and the recommended spectrum in specifications. The modified Kaimal spectrum was proved to be the "best" choice for the coastal area of East Jiangsu Province. Finally, a suitable WVPS formula fit for the coastal area of East Jiangsu Province was presented based on the modified Kaimal spectrum. Results in this study provide a more accurate and reliable WVPS for wind-resistant design of engineering structures in the coastal area of East Jiangsu Province.

Joint distribution of wind speed and direction in the context of field measurement

Hao Wang,Tianyou Tao,Teng Wu,Jianxiao Mao,Aiqun Li 한국풍공학회 2015 Wind and Structures, An International Journal (WAS Vol.20 No.5

The joint distribution of wind speed and wind direction at a bridge site is vital to the estimation of the basic wind speed, and hence to the wind-induced vibration analysis of long-span bridges. Instead of the conventional way relying on the weather stations, this study proposed an alternate approach to obtain the original records of wind speed and the corresponding directions based on field measurement supported by the Structural Health Monitoring System (SHMS). Specifically, SHMS of Sutong Cable-stayed Bridge (SCB) is utilized to study the basic wind speed with directional information. Four anemometers are installed in the SHMS of SCB: upstream and downstream of the main deck center, top of the north and south tower respectively. Using the recorded wind data from SHMS, the joint distribution of wind speed and direction is investigated based on statistical methods, and then the basic wind speeds in 10-year and 100-year recurrence intervals at these four key positions are calculated. Analytical results verify the reliability of the recorded wind data from SHMS, and indicate that the joint probability model for the extreme wind speed at SCB site fits well with the Weibull model. It is shown that the calculated basic wind speed is reduced by considering the influence of wind direction. Compared to the design basic wind speed in the Specification of China, basic wind speed considering the influence of direction or not is much smaller, indicating a high safety coefficient in the design of SCB. The results obtained in this study can provide not only references for further wind-resistance research of SCB, but also improve the understanding of the safety coefficient for wind-resistance design of other engineering structures in the similar area.

Contraband Identification Algorithm for Intelligent Millimeter-wave Security Screening Device based on Regional-convolution Neural Network Algorithm for Civil Aviation

Fengwei Chen,Tianyou Wu 대한전자공학회 2024 IEIE Transactions on Smart Processing & Computing Vol.13 No.2

Security is directly tied to the protection of public property and lives and is one of the key safeguards for the regular functioning of civil aviation. Millimeter-wave-based security screening technology has been developed to handle the demand for security screening during periods of high passenger traffic and to minimize the involvement of security personnel. But it cannot meet the need for quick passage at peak passenger flow because the present millimeter-wave contraband image content is insufficient, and the target-detection accuracy is low. In order to solve this problem, this study examined the denoising of millimeter-wave contraband images based on mean filtering and the wavelet transform, and the Canny algorithm was used to realize the edge detection of images. A mask region-convolutional neural network algorithm was used to identify contraband targets in the detection area to realize the real-time monitoring of millimeter-wave security equipment. The peak signal-to-noise ratio and mean square error of the mean filtered denoising-wavelet transform algorithm were 25.439 dB and 65.4781, respectively. The classification accuracy rates were greater than those of the fast area convolutional neural network model-based approach (93.65%, 89.94%, and 91.25%, respectively). In conclusion, the suggested algorithm is reliable and effective at locating and identifying targets for contraband in civil aviation security screening.

Wind power spectra for coastal area of East Jiangsu Province based on SHMS

Wang, Hao,Tao, Tianyou,Wu, Teng Techno-Press 2016 Wind and Structures, An International Journal (WAS Vol.22 No.2

A wind velocity power spectrum (WVPS) with high fidelity is extremely important for accurate prediction of structural buffeting response. WVPS heavily depends on the geographical locations, local terrains and topographies. Hence, field measurement of wind characteristics may be the unique way to obtain the accurate WVPS for a specific region. In this paper, a systematic analysis and discussions of existing WVPSs were performed. Six recorded strong wind data from the structural health monitoring systems (SHMS) of Runyang Suspension Bridge (RSB) and Sutong Cable-stayed Bridge (SCB) in Jiangsu Province of China were selected for analysis. The measured and pre-processed wind velocity data was first transformed from time domain to frequency domain to obtain the measured spectrum. The spectrum for each strong wind was then fitted using the nonlinear least square method and compared with both the fitted spectrum from statistical analysis and the recommended spectrum in specifications. The modified Kaimal spectrum was proved to be the "best" choice for the coastal area of East Jiangsu Province. Finally, a suitable WVPS formula fit for the coastal area of East Jiangsu Province was presented based on the modified Kaimal spectrum. Results in this study provide a more accurate and reliable WVPS for wind-resistant design of engineering structures in the coastal area of East Jiangsu Province.

Wind characteristics at Sutong Bridge site using 8-year field measurement data

Xu, Zidong,Wang, Hao,Wu, Teng,Tao, Tianyou,Mao, Jianxiao Techno-Press 2017 Wind and Structures, An International Journal (WAS Vol.25 No.2

Full-scale wind characteristics based on the field measurements is an essential element in structural wind engineering. Statistical analysis of the wind characteristics at Sutong Cable-stayed Bridge (SCB) site is conducted in this study with the recorded long-term wind data from structural health monitoring system (SHMS) between 2008 and 2015. Both the mean and turbulent wind characteristics and power spectra are comprehensively investigated and compared with those in the current codes of practice, such as the measured wind rose diagram, monthly maximum mean wind speed, turbulence intensity, integral length scale. Measurement results based on the monitoring data show that winds surrounding the SCB site are substantially influenced by the southeast monsoon in summer and strong northern wind in winter. The measured turbulence intensity is slightly higher than the recommended values in specifications, while the measured ratio of lateral to longitudinal turbulence intensity is slightly lower. An approximately linear relationship between the measured turbulence intensities and gust factors is obtained. The mean value of the turbulence integral length scale is smaller than that of typical typhoon events. In addition, it is found that the Kaimal spectrum is suitable to be adopted as the power spectrum for longitudinal wind component at the SCB site. This contribution would provide important wind characteristic references for the wind performance evaluation of SCB and other civil infrastructures in adjacent regions.

Algorithms for Automatic Analysis of SELinux Security Policy

Gaoshou Zhai,Tong Wu,Jing Bai,Tao Guo,Tianyou Li 보안공학연구지원센터 2013 International Journal of Security and Its Applicat Vol.7 No.1

Joint distribution of wind speed and direction in the context of field measurement

Wang, Hao,Tao, Tianyou,Wu, Teng,Mao, Jianxiao,Li, Aiqun Techno-Press 2015 Wind and Structures, An International Journal (WAS Vol.20 No.5

The joint distribution of wind speed and wind direction at a bridge site is vital to the estimation of the basic wind speed, and hence to the wind-induced vibration analysis of long-span bridges. Instead of the conventional way relying on the weather stations, this study proposed an alternate approach to obtain the original records of wind speed and the corresponding directions based on field measurement supported by the Structural Health Monitoring System (SHMS). Specifically, SHMS of Sutong Cable-stayed Bridge (SCB) is utilized to study the basic wind speed with directional information. Four anemometers are installed in the SHMS of SCB: upstream and downstream of the main deck center, top of the north and south tower respectively. Using the recorded wind data from SHMS, the joint distribution of wind speed and direction is investigated based on statistical methods, and then the basic wind speeds in 10-year and 100-year recurrence intervals at these four key positions are calculated. Analytical results verify the reliability of the recorded wind data from SHMS, and indicate that the joint probability model for the extreme wind speed at SCB site fits well with the Weibull model. It is shown that the calculated basic wind speed is reduced by considering the influence of wind direction. Compared to the design basic wind speed in the Specification of China, basic wind speed considering the influence of direction or not is much smaller, indicating a high safety coefficient in the design of SCB. The results obtained in this study can provide not only references for further wind-resistance research of SCB, but also improve the understanding of the safety coefficient for wind-resistance design of other engineering structures in the similar area.