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Online since: February 2011
Authors: Jian Sun, Da Shan Chen, Ke Ping Li
Dynamic OD Estimation under Automated Vehicle Identification Environment
CHEN Dashana, SUN Jianb and LI Kepingc
Room 440, Department of Transportation Engineering, Tongji University, 4800
Cao’an RD., Shanghai,China
acdsmy@126.com, bsunjian@126.com, ckeping_li@vip.163.com
Keywords: Traffic Management; AVI; Dynamic OD Matrix; Kalman Filter; Neural Network
Abstract: In order to solve the current dynamic OD estimation problems on the background of gradual application of automated vehicle identification facilities, the relationship between dynamic OD estimation and traffic parameters under AVI environment is analyzed.
Journal of Traffic and Transportation Engineering, 2005,5(2):94
Journal of Computer Aided Civil Infrastructure Engineering, 2002, 17(1): 7
Journal of Traffic and Transportation Engineering, 2005,5(2):94
Journal of Computer Aided Civil Infrastructure Engineering, 2002, 17(1): 7
Online since: January 2012
Authors: Quan Sheng Yan, Xiao Lin Yu, Jun Liang Hu, Bu Yu Jia
Construction Monitoring of Dukeng Bridge
Xiaolin Yu1, a, Buyu Jia1,b, Junliang Hu1,c and Quansheng Yan1,d
1School of Civil Engineering and Transportation, South China University of Technology, Guangzhou, Guangdong, 510640, China
axlyu1@scut.edu.cn, b676276866@qq.com, chujunliang1@126.com, dcvqshyan@ scut.edu.cn
Keywords: Continuous beam arch bridge, Construction monitoring, Template elevation, Construction precamber
Abstract.
Zhang: Journal of Wuhan University of Technology(Transportation Science &Engineering), Vol. 28(4) (2004), p. 522 (In Chinese)
Zhang: Journal of Wuhan University of Technology(Transportation Science &Engineering), Vol. 33(1) (2009), p. 180 (In Chinese).
Zhang: Journal of Wuhan University of Technology(Transportation Science &Engineering), Vol. 28(4) (2004), p. 522 (In Chinese)
Zhang: Journal of Wuhan University of Technology(Transportation Science &Engineering), Vol. 33(1) (2009), p. 180 (In Chinese).
Online since: May 2012
Authors: Xin Tang Wang, Yong Ding, Han Xiao
Simulation of Air Temperature in an Under-Bridge Storehouse
Han Xiao1, a, Yong Ding1,b and Xintang Wang1, c
1 Faculty of Architectural Civil Engineering and Environment, Ningbo University, Ningbo, Zhejiang, P.R.China
axiaohan@nbu.edu.cn, bdingyong@nbu.edu.cn, cwangxintang@nbu.edu.cn
Keywords: Computational fluid dynamics, Buoyant-turbulent flow, Temperature spread
Abstract.
Chow, Application of computational fluid dynamics in building services engineering, Build.
Chow, Application of computational fluid dynamics in building services engineering, Build.
Chow, Application of computational fluid dynamics in building services engineering, Build.
Chow, Application of computational fluid dynamics in building services engineering, Build.
Online since: June 2012
Authors: Fei Zhang, Dong Qiang Gao, Jiang Miao Yi, Huan Lin
It has capability of calculation, preprocessing and postprocessing and is able to simulate coupling of structural, thermal, fluid, electromagnetic, acoustic and a variety of physical field, so it is widely used in civil engineering, water conservancy and hydropower engineering, automotive engineering, mechanical, mining, nuclear industry, shipbuilding and other fields.
Online since: November 2021
Authors: Abdelkader Larouci, Yassine Senhadji, Laid Laoufi, Amar Benazzouk
Dredged Dam Raw Sediments Geotechnical Characterization for Beneficial Use in Road Construction
Abdelkader Larouci1,a, Yassine Senhadji1,2,b*, Laid Laoufi1,c
and Amar Benazzouk 3,d
1Department of Civil Engineering, University of Mascara, BP 305 road of Mamounia, Algeria
2LABMAT Laboratory, ENPO Maurice Audin, Oran, BP. 1523, El Mnaouer, Oran 31000, Algeria
3Department of Civil Engineering, University of Amiens, avenue of faculties 80025, France
aabdelkader.larouci@univ-mascara.dz, by.senhadji@univ-mascara.dz, cl.laoufi@univ-mascara.dz, damar.benazzouk@u-picardie.fr
*Corresponding author
Keywords: Sediments; Fergoug Dam; Water erosion; California Bearing Ratio; vertical swelling potential; X-ray diffraction.
Wang, Main Engineering Geological Problems and Evaluation on the Reservoir Engineering of Yellow River Water Diversion and Irrigation Area, Applied Mechanics and Materials 580-583 (2014) 2071-2073 https://www.scientific.net/ [4] B.
Civil Eng. 16(6) (2012) 744-763 [19] M.
Civil Eng. 11(9–10) (2007) 1219-1240 [20] A.
Soil Mechanics and Foundation Engineering (London), 1 (1953) 47-61 [53] P.
Wang, Main Engineering Geological Problems and Evaluation on the Reservoir Engineering of Yellow River Water Diversion and Irrigation Area, Applied Mechanics and Materials 580-583 (2014) 2071-2073 https://www.scientific.net/ [4] B.
Civil Eng. 16(6) (2012) 744-763 [19] M.
Civil Eng. 11(9–10) (2007) 1219-1240 [20] A.
Soil Mechanics and Foundation Engineering (London), 1 (1953) 47-61 [53] P.
Online since: May 2011
Authors: Qing Guo Yang, Li Yan Dong, Jin Cheng Ning
Analysis on the Reliability of Asphalt Pavement
Qingguo Yang 1,a, Liyan Dong 2, b and Jincheng Ning 3,c
1School of Civil Engineering & Architecture, Chong Jiaotong University; Chongqing, China, 400074;
2Liaoning Provincial college of Communication, Shenyang, China, 110122
3Henan Vocational and Technical college of Communications, Zhengzhou, China, 450005;
ayangqg7053@126.com, b 631095943@qq.com, c zznjc@163.com
Keywords: asphalt pavement, reliability, the value of effect actions, the determination of material parameter, calculative model
Abstract: The asphalt pavements which are designed for 15-years usage are often highly damaged in the early period.
Based on the basic engineering reliability theory, the reliability of the asphalt pavement design, from the determination of effect actions to selection of material parameters and the calculative model about pavement, has been analyzed; meanwhile the reliability of construction process has been analyzed too.
China: Unified standard for reliability design of highway engineering structures (GB/T 50283—1999) (In Chinese) (China Architecture & Building Press, China 1999)
China: Unified standard for reliability design of engineering structures (GB 50153—2008) (In Chinese) (China Architecture & Building Press, China 2008)
Based on the basic engineering reliability theory, the reliability of the asphalt pavement design, from the determination of effect actions to selection of material parameters and the calculative model about pavement, has been analyzed; meanwhile the reliability of construction process has been analyzed too.
China: Unified standard for reliability design of highway engineering structures (GB/T 50283—1999) (In Chinese) (China Architecture & Building Press, China 1999)
China: Unified standard for reliability design of engineering structures (GB 50153—2008) (In Chinese) (China Architecture & Building Press, China 2008)
Online since: April 2017
Authors: Zi Chang Shangguan, Long Qi
Reliability Analysis of Waste Tires Semi-Submersible Breakwater
Qi Long 1, a *, SHANGGUAN Zichang1, b
1 College of Ocean and Civil Engineering, Dalian Ocean University, Dalian, Liaoning 116023, China
aqilong00@qq.com, bshangguan@dlou.edu.cn
Keywords: Discarded tires, Semi-submersible, Breakwater, Reliability, Neural network
Abstract.
Safety of the breakwater meets the relevant requirements and can be applied to the actual engineering.
Introduction In recent years, along with the incessant progress and maturation of ocean engineering theory and technology, the breakwater has gradually developed from the shallow sea and the offshore to deep sea and far sea, and the structure of the breakwater has undergone great changes.
Calculate the water level[m] Extreme high water level 0.90[m] Design high water level 0.65[m] Artificial Neural Network Monte Carlo Method 3.156 0.000524 4.018 0.0000103 Anti-overturning Direct sampling Monte Carlo method 3.150 0.000513 4.013 0.0000097 Important sampling Monte Carlo method 3.149 0.000507 4.009 0.0000093 Conclusion The overturning is the main failure mode in the stability analysis of the semi-submersible breakwater, and it is also the destabilization phenomenon in the practical engineering.
Safety of the breakwater meets the relevant requirements and can be applied to the actual engineering.
Introduction In recent years, along with the incessant progress and maturation of ocean engineering theory and technology, the breakwater has gradually developed from the shallow sea and the offshore to deep sea and far sea, and the structure of the breakwater has undergone great changes.
Calculate the water level[m] Extreme high water level 0.90[m] Design high water level 0.65[m] Artificial Neural Network Monte Carlo Method 3.156 0.000524 4.018 0.0000103 Anti-overturning Direct sampling Monte Carlo method 3.150 0.000513 4.013 0.0000097 Important sampling Monte Carlo method 3.149 0.000507 4.009 0.0000093 Conclusion The overturning is the main failure mode in the stability analysis of the semi-submersible breakwater, and it is also the destabilization phenomenon in the practical engineering.
Online since: May 2015
Authors: Kun Sung Liu
Acceleration Response and Serviceability Performance of a 51-story Building during Typhoon Aere
Kun-Sung Liu
Department of Civil Engineering & Hazard Mitigation Research Center, Kao Yuan University, Kaohsiung, Taiwan, ROC
lk.sung99@msa.hinet.net
Keywords: Acceleration Response, Serviceability Performance, Tall building, Typhoon.
The safety of building structures and contents as well as the comfort of occupants under such strong forces as typhoons remain a major engineering concern.
Thus, the safety of building structures and their contents, as well as the comfort of occupants under such strong external forces of typhoons remains a major engineering concern in Taiwan.
Journal of Wind Engineering and Industrial Aerodynamics. 89: 73-93
The safety of building structures and contents as well as the comfort of occupants under such strong forces as typhoons remain a major engineering concern.
Thus, the safety of building structures and their contents, as well as the comfort of occupants under such strong external forces of typhoons remains a major engineering concern in Taiwan.
Journal of Wind Engineering and Industrial Aerodynamics. 89: 73-93
Online since: September 2011
Authors: Hui Wu Yang
Effect of Social Choice on the Chinese Urban Residential Space Planning
Huiwu Yang
School of Civil Engineering and Architecture, Nanchang University, Nanchang, 330031, China
31508085@qq.com
Keywords: Residential space planning, social choice, Public policy.
In the first decade of the 21st century, along with economic restructuring, this trend of differentiation was more obvious and focus on reflecting the differentiation between rich and poor, the "rich area" and "slum" in the title is also rampant, such as Beijing has always been that the "East Rich West prosperous South poor," the civil claim.
In the first decade of the 21st century, along with economic restructuring, this trend of differentiation was more obvious and focus on reflecting the differentiation between rich and poor, the "rich area" and "slum" in the title is also rampant, such as Beijing has always been that the "East Rich West prosperous South poor," the civil claim.