{"id":124873,"date":"2024-10-19T05:01:01","date_gmt":"2024-10-19T05:01:01","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/asce-challengesandadvancesinsustainabletransportationsystems-2014\/"},"modified":"2024-10-24T23:12:49","modified_gmt":"2024-10-24T23:12:49","slug":"asce-challengesandadvancesinsustainabletransportationsystems-2014","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/asce\/asce-challengesandadvancesinsustainabletransportationsystems-2014\/","title":{"rendered":"ASCE ChallengesandAdvancesinSustainableTransportationSystems 2014"},"content":{"rendered":"
Proceedings of the10th Asia Pacific Transportation Development Conference, held in Beijing, China, May 25-27, 2014. Sponsored by International Chinese Transportation Professionals Association, Beijing University of Technology, and Transportation & Development Institute of ASCE Challenges and Advances in Sustainable Transportation Systems contains 86 peer-reviewed papers addressing the challenges facing transportation engineers in the design, construction, maintenance, and management of transportation facilities. Topics include
\n planning and design of sustainable public transport; asphalt mixtures in highway construction; rail and subway planning and design; intelligent transportation systems; tunnel design and construction; geotechnical design considerations; and bridge design, durability, monitoring, and evaluation. This proceedings will be of interest to academics, practitioners, planners, and managers working in the field of transportation engineering.<\/p>\n
PDF Pages<\/th>\n | PDF Title<\/th>\n<\/tr>\n | ||||||
---|---|---|---|---|---|---|---|
1<\/td>\n | Cover <\/td>\n<\/tr>\n | ||||||
10<\/td>\n | Contents <\/td>\n<\/tr>\n | ||||||
20<\/td>\n | Sustainable Multi-Modal Transportation Systems I-15 Bus Rapid Transit In-Line Stations <\/td>\n<\/tr>\n | ||||||
28<\/td>\n | Advanced Green Port and Waterway Development through Integrated, Energy-Efficient ITS\/ICT Deployment in China and Asia <\/td>\n<\/tr>\n | ||||||
35<\/td>\n | China\u2019s Challenges on Airport Land Use Compatibility Planning <\/td>\n<\/tr>\n | ||||||
44<\/td>\n | The Next Generation of Air Transportation System (NextGEN) <\/td>\n<\/tr>\n | ||||||
52<\/td>\n | Railway Materials Distribution Business Operation Model Selection Research <\/td>\n<\/tr>\n | ||||||
61<\/td>\n | A Study of the Travel Mode Choice Model of Chinese Urban Elderly <\/td>\n<\/tr>\n | ||||||
68<\/td>\n | Study on Travel Mode Choice Behavior Using Latent Class Model <\/td>\n<\/tr>\n | ||||||
76<\/td>\n | Evolution and Revelation of a Foreign Road Freight Network Transport <\/td>\n<\/tr>\n | ||||||
84<\/td>\n | Research on Public Transportation Development Model Selection in New Urban Areas <\/td>\n<\/tr>\n | ||||||
92<\/td>\n | Strategies for Sustainable Development Development of Resource Allocation Strategies for Operating and Maintaining Traffic Signal Systems <\/td>\n<\/tr>\n | ||||||
100<\/td>\n | Consequence Analysis of Left-Turn Driver\u2019s Scrambling Behavior to Traffic Efficiency at a Two-Phase Signalized Intersection <\/td>\n<\/tr>\n | ||||||
109<\/td>\n | An Optimization Method of Transportation Network Design Based on the Concept of Sustainable Development <\/td>\n<\/tr>\n | ||||||
115<\/td>\n | The Study on Right-Turn Vehicle Capacity under Mixed Traffic Flow Conditions <\/td>\n<\/tr>\n | ||||||
124<\/td>\n | Discussion on the Promotion of Drop-and-Pull Transport Organization Mode of Shandong Province Road Logistics Enterprises <\/td>\n<\/tr>\n | ||||||
131<\/td>\n | Efficient City and Regional Transportation Planning and Land Use Structural Integration and Optimization: New Models of Metropolitan Station Distribution Planning\u2014A Case Study of Beijing <\/td>\n<\/tr>\n | ||||||
140<\/td>\n | An Innovation in Green Transport for High-Density Cities: The Rail Transit\u2014Road System <\/td>\n<\/tr>\n | ||||||
150<\/td>\n | Street Names and the History of Hong Kong Island <\/td>\n<\/tr>\n | ||||||
158<\/td>\n | Research on Installation Site of Loop Detectors for Link Travel Time Estimation <\/td>\n<\/tr>\n | ||||||
165<\/td>\n | Walking System Problems Analysis and Plan Conception in Chongqing City <\/td>\n<\/tr>\n | ||||||
175<\/td>\n | Scale and Distribution of Coach Stations Based on Passenger Allocation\u2014A Case Study of Nantong City <\/td>\n<\/tr>\n | ||||||
186<\/td>\n | Low Carbon Emissions and Energy Savings in Transportation A Common Methodology for ITS Benefits Calculation of GHG <\/td>\n<\/tr>\n | ||||||
193<\/td>\n | Factors that Influence the Introduction of New-Energy Buses into Taiwan <\/td>\n<\/tr>\n | ||||||
201<\/td>\n | Using On-Road Data to Correct Underestimations of Fuel Consumption of Motorcycles from Laboratory Tests <\/td>\n<\/tr>\n | ||||||
210<\/td>\n | Analysis of Impacts on Environment from Electric Bicycles: A Case Study of Xi\u2019an, China <\/td>\n<\/tr>\n | ||||||
219<\/td>\n | Implementation of Urban Green Transportation: Public Bikes in Taipei and Kaohsiung <\/td>\n<\/tr>\n | ||||||
225<\/td>\n | Transportation Infrastructure Design Criteria Economic Analysis of Highway Design Exception Projects <\/td>\n<\/tr>\n | ||||||
242<\/td>\n | Convective Depth of the Chloride Ion in Concrete Surfaces <\/td>\n<\/tr>\n | ||||||
250<\/td>\n | Research on Ingress of Chloride Ions in Concrete in an Artificial Simulation Environment <\/td>\n<\/tr>\n | ||||||
257<\/td>\n | Chlorine Ion Content Distribution of Concrete Surfaces in a Natural Environment <\/td>\n<\/tr>\n | ||||||
265<\/td>\n | Experimental Research on Impact and Flexural Behavior of RC Beams Strengthened with High Strength Steel Wire Mesh and High Performance Mortar <\/td>\n<\/tr>\n | ||||||
274<\/td>\n | Seismic Design Guidelines of Retrofitted Deep Concrete Coupling Beams with Laterally Restrained Steel Plate <\/td>\n<\/tr>\n | ||||||
282<\/td>\n | Experimental Study on High-Early-Strength Precast Concrete <\/td>\n<\/tr>\n | ||||||
291<\/td>\n | Research on Local Buckling Behavior of CFT Circular Columns <\/td>\n<\/tr>\n | ||||||
301<\/td>\n | Highway Infrastructure Predicting Dynamic Modulus of Florida Hot Mix Asphalt Mixtures <\/td>\n<\/tr>\n | ||||||
308<\/td>\n | Applications of Artificial Neural Networks to Pavement Prediction Modeling: A Case Study <\/td>\n<\/tr>\n | ||||||
315<\/td>\n | Investigation and Analysis for Performance of Cold In-Place Recycling Asphalt Pavement in Cold Regions <\/td>\n<\/tr>\n | ||||||
322<\/td>\n | Comparative Study on Performance of Recycled Asphalt Mixtures with Ordinary and High-Viscosity Rejuvenating Agent <\/td>\n<\/tr>\n | ||||||
330<\/td>\n | Measurement Method of Blending Status between Virgin and Aged Binder in Recycled Asphalt Mixtures\u2014A Literature Review <\/td>\n<\/tr>\n | ||||||
338<\/td>\n | Study on the Performances of Direct Coal Liquefaction Residue Modified Mixture Asphalt <\/td>\n<\/tr>\n | ||||||
344<\/td>\n | Laboratory Evaluation on Performance of Large Particle Size OGFC Asphalt Mixtures with Different Air Voids <\/td>\n<\/tr>\n | ||||||
353<\/td>\n | Laboratory Evaluation of Decontamination Ability for Runoff Water through OGFC Asphalt Mixtures with Different Air Voids <\/td>\n<\/tr>\n | ||||||
362<\/td>\n | Performance Evaluation of High RAP Asphalt Mixture with Fiber and Warm Mixing Agent <\/td>\n<\/tr>\n | ||||||
371<\/td>\n | Study on the Performance of Direct Coal Liquefaction Residue Modified Mixture Asphalt <\/td>\n<\/tr>\n | ||||||
377<\/td>\n | Subway and Rail Transit Infrastructure Planning and Design Planning and Design for Prevention of Incorrect Turns onto Highway-Rail Grade Crossings <\/td>\n<\/tr>\n | ||||||
385<\/td>\n | Impacts of Rail Technology in 21st Century U.S. Cities <\/td>\n<\/tr>\n | ||||||
392<\/td>\n | Inspection Method for Track Components Defects based on Image Recognition in Subway System <\/td>\n<\/tr>\n | ||||||
400<\/td>\n | System Design of Broken Rail Monitoring for Urban Rail Transit Based on Ultrasonic-Guided Waves <\/td>\n<\/tr>\n | ||||||
408<\/td>\n | Evaluation and Optimization of Subway Plan Based on Complex Network <\/td>\n<\/tr>\n | ||||||
416<\/td>\n | Research on the Layout Method and Evaluation Model of High-Speed Railway Stations: A Case Study of Optimizing the Layout Scheme on Xi\u2019an-Chengdu High-Speed Railway Stations <\/td>\n<\/tr>\n | ||||||
423<\/td>\n | Study on Guidance Efficiency of Pedestrian Sign in Integrated Rail Transit Hub <\/td>\n<\/tr>\n | ||||||
432<\/td>\n | Studies on the Mechanical Model of Subway Station Structures under the Influence of Changes in Groundwater Level <\/td>\n<\/tr>\n | ||||||
439<\/td>\n | Calculation Evaluation of High Speed Railway Operation Safety <\/td>\n<\/tr>\n | ||||||
447<\/td>\n | Intelligent Transportation Systems TRANSMIT\u2014A Real Time Travel Time Information System in New York Metropolitan Area <\/td>\n<\/tr>\n | ||||||
456<\/td>\n | Integrated User-Based Traffic\/Travel Information through Open-Architecture, Public-Domain, Cloud Computing <\/td>\n<\/tr>\n | ||||||
462<\/td>\n | Determining the Impact of Gender and Age on Drivers\u2019 Acceptance of Graphic-Aided Portable, Changeable Message Signs in Highway Work Zones <\/td>\n<\/tr>\n | ||||||
470<\/td>\n | A Multi-Objective Traffic Signal Control Model for Intersection Based on B-P Neural Networks <\/td>\n<\/tr>\n | ||||||
478<\/td>\n | Bridge and Tunnel Planning, Design, and Construction Technologies The Tom Lantos Tunnels at Devil\u2019s Slide Project, the Longest Highway Tunnels in California <\/td>\n<\/tr>\n | ||||||
486<\/td>\n | A Study of Nonlinear Time History Analysis vs. Current Codes Analysis Procedure of Comparing Linear Dynamic Demand with Nonlinear Static Capacity for Ordinary Standard Bridge <\/td>\n<\/tr>\n | ||||||
500<\/td>\n | Principle of Sliding-Restricting and Its Application in Seismic Design of a Continuous Beam Bridge <\/td>\n<\/tr>\n | ||||||
508<\/td>\n | Behavior of Multi-Spherical Sliding Friction Isolation Bearings <\/td>\n<\/tr>\n | ||||||
517<\/td>\n | A State-of-the-Art Review of Seismic Isolation Technology in Bridge Engineering <\/td>\n<\/tr>\n | ||||||
526<\/td>\n | The Advantages of the Analysis of Curved Box Beam Using the Grillage Method <\/td>\n<\/tr>\n | ||||||
534<\/td>\n | The Control Action of Full-Face Curtain Grouting Technology on Deformation of Tunnels <\/td>\n<\/tr>\n | ||||||
543<\/td>\n | Technical Measures of Shield Tunnel Construction in Alternating Hard and Soft Rock Strata <\/td>\n<\/tr>\n | ||||||
551<\/td>\n | Nonlinear Dynamic Responses of Tunnels under Longitudinal Seismic Actions <\/td>\n<\/tr>\n | ||||||
559<\/td>\n | Application of the Geology Radar on the Health Detection of the Highway Tunnels and Research on Data Analysis <\/td>\n<\/tr>\n | ||||||
566<\/td>\n | Structure Detection and Evaluation of Highway Tunnels Based on Geological Radar Detection Technology <\/td>\n<\/tr>\n | ||||||
574<\/td>\n | Bridge Durability Shake Table Study of Bridge with Precast Post-Tensioned Segmental Columns <\/td>\n<\/tr>\n | ||||||
582<\/td>\n | Comparison on Force-Based and Displacement-Based Approaches for Evaluation of Bridge Reliability under Multiple Hazards <\/td>\n<\/tr>\n | ||||||
590<\/td>\n | Anti-Overturning Stability Study of a Continuous Steel-Concrete Composite Girder Bridge with Single Column Piers <\/td>\n<\/tr>\n | ||||||
599<\/td>\n | Application of Multi-Scale Finite Element Modeling in Bridge Seismic Damage and Collapse Analysis <\/td>\n<\/tr>\n | ||||||
607<\/td>\n | Research on the Seismic Performance of Reinforced Concrete Hollow Piers <\/td>\n<\/tr>\n | ||||||
613<\/td>\n | Study on the Seismic Behavior of the Large-Span, Curved, Continuous, Rigid Frame Bridge under Different Curvature Raducts <\/td>\n<\/tr>\n | ||||||
621<\/td>\n | Comparison Study on Seismic Performance of Different Structural Forms for Urban Expressway Viaducts <\/td>\n<\/tr>\n | ||||||
631<\/td>\n | Bridge Health Monitoring and Evaluation Health Monitoring Strategy for Bridge Considering Vehicle-Bridge Interaction <\/td>\n<\/tr>\n | ||||||
640<\/td>\n | Estimation and Analysis of Cable Tension Based on Frequency Method <\/td>\n<\/tr>\n | ||||||
650<\/td>\n | Investigation on Shear Lag Effects of Extradosed Cable-Stayed Curved Bridge under the Influence of Curvature Radius <\/td>\n<\/tr>\n | ||||||
658<\/td>\n | Creeping Mechanism Analysis of Curved Bridges <\/td>\n<\/tr>\n | ||||||
666<\/td>\n | Natural Vibration Properties Analysis of Continuous Rigid Frame Bridge Varying with Consolidation Damage at Pier Top <\/td>\n<\/tr>\n | ||||||
674<\/td>\n | Geotechnical Design and Construction Dynamic Responses of Rail-Embankment-Foundation on High-Speed Railways under Moving Loads <\/td>\n<\/tr>\n | ||||||
682<\/td>\n | Study on the Distribution of Coarse Aggregate in Concrete <\/td>\n<\/tr>\n | ||||||
690<\/td>\n | Study on Application of Asaoka Method on Settlement Prediction of Pile Foundation for High Speed Railway Bridges <\/td>\n<\/tr>\n | ||||||
696<\/td>\n | The Stability Analysis of Construction Pit When Using GFRP Bars in Shield Engineering <\/td>\n<\/tr>\n | ||||||
702<\/td>\n | Analytical Solutions of Rectangular Bottom Slab of Box-Type Underground Structure under Vertical Seismic Action <\/td>\n<\/tr>\n | ||||||
710<\/td>\n | Simplified Model of Seismic Soil-Underground Box-Type Structure Interaction <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":" Challenges and Advances in Sustainable Transportation Systems – Plan, Design, Build, Manage, and Maintain<\/b><\/p>\n |