Journal of Highway and Transportation Research and Development (English Edition) - v. 2, n. 2 (décembre 2007)

Publié:	décembre 2007

Auteur(s)	Titre	Page(s)
Zhou, Wei / Zhang, Tian-xia / Wang, Wei / Li, Da-peng / Cui, Hai-Tao	Analysis of Car Impact Signal Based on Wavelet Transform Theory	117-121
Wang, Jun-wen / Li, Jian-zhong / Fan, Li-Chu	Current Studies on Seismic Pounding Effect between Adjacent Bridge Decks and Falling-off Prevention Measures	52-58
Wang, Fu-ming / Dou, Yong-zhi / Cai, Ying-chun	Damage Identification of Continuous Girder Bridge’s Dynamic Behavior Based on Trust Region Algorithm	67-72
Zhu, Hong-zhou / He, Zhao-yi / Huang, Xiao-Ming / Wu, Guo-xiong	Experimental Research on Fatigue Performance of Asphalt-treated Base Mixtures	35-38
Li, Bin / Wang, Meng / Wang, Lin / Li, Hong-hai	Experimental Research on the Impact of Driving Time on Commercial Driver’s Driving Ability	89-93
Hou, Rui / Huang, Xiao-Ming / Li, Hai-jun	Influence of Recycling Technology on Hot-recycled Asphalt Mixture’s Low Temperature Anti-cracking Performance	30-34
Yang, Zhong-zhen / Wang, Lu / Chen, Gang	Method of Traffic Analysis Zone Partition for Traffic Impact Assessment	80-83
Xu, Bing / Zhu, Dao-li	A Multiclass and Multicriteria Stochastic Traffic Network Equilibrium Variational Inequality Model with Fixed Demand	94-98
Li, Xiao-Qing / Zhu, Chuan-cheng	Numerical Analysis on the Ground Settlement Induced by Shield Tunnel Construction	73-79
Huang, Qiao / Yang, Da-wei / Li, Zhong-long	NURBS Strands Modeling of Prestressed Concrete Bridges	59-62
An, Shi / Xie, Bing-lei / Li, Xing-ye	Path Choice Model Based on Fuzzy Priority Relation	99-102
Guo, Da-jin / Sha, Ai-min / Li, Hai-bin / Zhou, Wen-huan	Research on Asphalt Pavement Quality Control Parameter Criteria System	39-42
Chen, Hai-bo / Liu, Bao-Dong / Ren, Hong-wei	Research on Dynamic Characteristic of Concrete Box-girder with Corrugated Steel Webs	63-66
Yang, Feng / Peng, Su-ping / Feng, Zheng-he / Su, Hong-qi / Hao, Qing	Research on Ground Penetrating Radar (GPR) Exploration on Subgrade Failure Based on Spectrum Profile	8-11
Hu, Li-qun / Sha, Ai-min	Research on Influence Factor in Semi-rigid Base Course Material Temperature Shrinkage Coefficient Test Using Strain Gauge	12-15
Su, Jian / Zhai, Nai-bin / Liu, Yu-mei / Chen, You-yi	Research on Vehicle Dimensional Measurement Based on Machine Vision	112-116
Nie, Yi-hua / Zhang, Qi-sen	Researches on Deflection Index of Full-depth Asphalt Pavement Structure in China	21-24
Xie, Jun / Guo, Zhong-yin	Researching on Fatigue Model of Asphalt Mixtures	25-29
Xie, Jun / Wang, Guo-liang / Zheng, Xiao-Hua	Review of Study of Long-term Deflection for Long Span Prestressed Concrete Box-girder Bridge	47-51
Tang, Cheng-cheng / Zhang, Tie-jun / Wu, Ling-tao	Safety Impact on Accesses in Two-lane Highways	103-107
Li, Xiao-min / Zhang, Xiao-ning / Wang, Shao-huai	Study of High Temperature Performance of Asphalt Mastic Based on Dynamic Viscoelastic Mechanics	16-20
Jin, Chang-ning / Li, Zhi-nong / Dong, Zhi-bao / Liu, Jian / Zhang, Tian-hua	Study on Problems in Sand Consolidation Measures for the Taklimakan Desert Highway	1-7
Zhao, Shang-chuan / Fu, Zhi / Luo, Zhu / Du, Tian-ling	Study on Shrinkage Deformation of High Flexural Strength Concrete at Early Age	43-46
Wang, Dian-hai / Dong, Bin / Yang, Shao-hui / Wang, Ying-ping	Study on the Method of Traffic Status Change Time on Urban Expressway	108-111
Shen, Yi / Yan, Xiao-lin / Liang, Ai-xue / Li, Tong-yi	Study on Thick-lift Base Material and Seed Spraying for Side Slope Engineering Protection	122-126
Zhang, Ke / Wang, Xiao-jing / Liu, Hao	Transport Information Granular Computing: Introduction and Technical Architecture	84-88

Auteur(s)

Titre

Page(s)

Zhou, Wei / Zhang, Tian-xia / Wang, Wei / Li, Da-peng / Cui, Hai-Tao

Analysis of Car Impact Signal Based on Wavelet Transform Theory

117-121

Wang, Jun-wen / Li, Jian-zhong / Fan, Li-Chu

Current Studies on Seismic Pounding Effect between Adjacent Bridge Decks and Falling-off Prevention Measures

52-58

Wang, Fu-ming / Dou, Yong-zhi / Cai, Ying-chun

Damage Identification of Continuous Girder Bridge’s Dynamic Behavior Based on Trust Region Algorithm

67-72