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Sustainable development of critical infrastructure
proceedings of the 2014 International Conference on Sustainable Development of Critical Infrastructure : May 16-18, 2014, Shanghai, China
Proceedings of the 2014 International Conference on Sustainable Development of Critical Infrastructure
International Conference on Sustainable Development of Critical Infrastructure (2014 : Shanghai, China)
ASCE Council on Disaster Risk Management
Zhongguo tu mu gong cheng xue hui (Beijing, China)
International Cooperation & Exchange Committee,
1 online resource (xiii, 512 pages) : illustrations (some color), maps
Proceedings of the International Conference on Sustainable Development of Critical Infrastructure, held in Shanghai, China, May 16-18, 2014. Sponsored by the International Cooperation and Exchange Committee of the China Civil Engineering Society (CCES) and the Council on Disaster Risk Management of the American Society of Civil Engineers (ASCE). Sustainable Development of Critical Infrastructure, CDRM 8, contains 4 keynote papers and 51 peer-reviewed technical papers intended to promote and review the technologies necessary to support the development of sustainable infrastructure systems worldwide. Specific applications of sustainable engineering practices to high-rise buildings, long-span bridges, urban transportation systems; and nuclear and electrical power facilities are discussed. Topics include: impacts and adaptation to climate change; reliability and risk management; life-cycle performance and cost; and the development of more sustainable construction materials. This proceedings will be of interest to practitioners, researchers, government engineers, and operational managers of infrastructure systems.
Reliability-Based Design Criteria for Infrastructure Systems A New Look -- Practical Applications of Life-Cycle Considerations in Sustainable Development of Infrastructure -- Multi-Hazard Risk Assessment of Civil Infrastructure Systems with a Focus on Long Linear Structures Such As Levees -- Probabilistic Methodology for Quantifying Regional Risk Profiles from Sea Level Rise -- Sustainability of Civil Infrastructure Systems : The Past, the Present, and the Way Forward -- Quantification and Valuations of Resilience for Emergency Management -- Risk Analysis of Long-Distance Pipeline System in Mountain Area Subjected to Multi-Hazards I : Risk of Rain-Caused Landslide -- Risk Analysis of a Long-Distance Pipeline System in a Mountain Area Subjected to Multi-Hazards II : The Application -- Reliability Assessment of RC Structures Subjected to Carbonation by Incorporating Spatial Variations -- Structural Upgrade Selection via Shortest-Path Algorithm Based on Life-Cycle Sustainability Metrics -- Concepts of Developing Traffic Load Model for Multi-Span Cable Supported Bridges -- Incorporation of Concrete Rehabilitation Measures into Life-Cycle Maintenance -- Model of Compressive Strength Degradation of Concrete under Both Freeze-Thaw Cycles and Compressive Loads -- Reliability Assessment of Bolting Systems for Steel Frames Connected to Reinforced Concrete Structures -- Risk Management in China : Applying International Best Practice to Foreign-Invested Projects -- Quantitative Solution of Overseas Project Risk Management by Knowledge Engineering.
Software Integration of Safety Analysis of Reinforced Concrete Structure Considering Temperature during Construction -- Study on the Key Technology of Membrane Structure Design in Shanghai Norwegian Pavilion -- Quantitative Evaluation on Building Collapse-Induced Human Casualty for Performance-Based Earthquake Engineering -- A Unified Model of Ultimate Capacity of RC Members with a Rectangular Section under Combined Actions -- Unified Failure Model of Reinforced Concrete Members Subjected to Hazard Loads I : Ductile Failure Analysis -- Unified Failure Model of Reinforced Concrete Members Subjected to Hazard Loads II : Brittle Failure Analysis -- Seismic Damage Assessment of Masonry Infilled Reinforced Concrete Structures -- Numerical Analysis on Nonlinear Behavior of the Superimposed Wall under Quasi-Static Reversed Cyclic Loading -- The Rationality of the Geometric Topology of Cable Dorms -- Topology-Based Quantitative Analysis of Structural Robustness -- Topology-Based Robust Design of Structures -- Flow Potential in Structures and Application in Analysis of Structural Vulnerability -- Robustness Analysis and Key Element Determination of Framed Structures -- Numerical Simulations of Dynamic Responses of High-Speed Trains to Random Track Irregularities -- Operational Evaluation of Vehicle Detection Systems at Rural Signalized Intersections -- A Metamodeling Technique for Exploring the Correlation between Mobility and Environmental Factors at Signalized Intersections -- An Optimization on Subway Vehicle Maintenance Using a Multi-Population Genetic Algorithm.
A Failure Criterion for Steel-Concrete Composite Walls -- Research of Wave Incoherence Effect of a Nuclear Power Plant on a Soft Soil Site -- Analysis of a Large Wide-Body Commercial Plane Impact on CAP1400 Shield Building -- Enclosed Circular Coal Yard : Experimental Study, Numerical Modeling, and Engineering Design -- Tower Destruction Mechanics of Overhead Transmission Lines and Prevention Technologies in Ice Disasters -- Design and Research for Foundations of Turbine-Generator Sets -- Research Program on Design and Construction for 500kV Underground Substation -- Study on Seismic Performance of Concrete Frame-Bent Structure of Power Plant Main Building -- Design and Research on Braced Frames Steel Structure -- Design and Construction of Large-Scale Floating Precast Pump House -- Bearing Capacity of the High-Rise Pile Cap Foundation for Offshore Wind Turbines -- Damage Detection from Continuous Long-Term Static Response Using Cointegration and Mewma Control Chart -- Displacement Monitoring of Expansion Joints of Long-span Steel Bridges with Viscous Dampers -- Beam Damage Localization Method Considering Random Uncertainty Using Mid-Span Displacement Data -- Damage Localization Method Using Vertical Support Reaction Data for Real-World Continuous Bridge -- Numerical Simulation of PZT-Bonded Reinforcement for Health Monitoring of Reinforced Concrete Structure -- Reliability-Based Safety Assessment of Bridge Members on Monitored Live Load Effects -- Progressive Collapse Resistance of Braced Steel Frames Exposed to Fire -- Performance Spectra-Based Methodology for the Implementation of Supplemental Dampers in Buildings Subjected to Earthquakes -- Self-Centering Energy-Dissipative (SCED) Brace : Overview of Recent Developments and Potential Applications for Tall Buildings -- Controlled Rocking Systems for Enhanced Seismic Resilience : State of the Art -- Viscoelastic Coupling Dampers (VCDs) and Viscoelastic-Plastic Coupling Dampers (VPCDs) for Enhanced Efficiency and Resilience of High-Rise Buildings.
sponsored by the International Cooperation and Exchange Committee of the China Civil Engineering Society (CCES), the Council on Disaster Risk Management of the American Society of Civil Engineers (ASCE) ; edited by Xila Liu, A. H-S. Ang.
Includes bibliographical references and index.
Reston, Virginia : American Society of Civil Engineers, [2014]
Monograph (ASCE Council on Disaster Risk Management) ; no. 8