Proceedings of the Sixth China-Japan-US Trilateral Symposium on Lifeline Earthquake Engineering, held in Chengdu, China, May 28<\/p>\n
| PDF Pages<\/th>\n | PDF Title<\/th>\n<\/tr>\n | ||||||
|---|---|---|---|---|---|---|---|
| 1<\/td>\n | Cover <\/td>\n<\/tr>\n | ||||||
| 12<\/td>\n | Contents <\/td>\n<\/tr>\n | ||||||
| 22<\/td>\n | Reliability-Based Design of Lifeline Systems: Recent Developments and Possible Tendency in the Future <\/td>\n<\/tr>\n | ||||||
| 32<\/td>\n | Application of an Assessment Model of Post-Earthquake Lifeline Serviceability to Recent Earthquakes in Japan <\/td>\n<\/tr>\n | ||||||
| 40<\/td>\n | Quantifying Post-Earthquake Water System Functionality <\/td>\n<\/tr>\n | ||||||
| 48<\/td>\n | Modeling and Geo-Visualizing the Role of Infrastructure in Community Disaster Resilience <\/td>\n<\/tr>\n | ||||||
| 56<\/td>\n | Seismic Performance of Interdependent Lifeline Systems <\/td>\n<\/tr>\n | ||||||
| 64<\/td>\n | A Preliminary Longitudinal Study of Lifeline Seismic Improvement Programs <\/td>\n<\/tr>\n | ||||||
| 72<\/td>\n | Lifeline Damage Caused in the 23 October (Mw=7.2) 2011 and 9 November (M=5.6) 2011, Van Earthquakes in Eastern Turkey <\/td>\n<\/tr>\n | ||||||
| 80<\/td>\n | Research on Urban Post-earthquake Fire <\/td>\n<\/tr>\n | ||||||
| 87<\/td>\n | Typical Disaster Chains and Cascading Effect Caused by 2012 Xinyuan Ms 6.6 Earthquake and 2008 Wenchuan Ms 8.0 Earthquake of China <\/td>\n<\/tr>\n | ||||||
| 94<\/td>\n | Building Telecommunication System Resilience\u2014Lessons from Past Earthquakes <\/td>\n<\/tr>\n | ||||||
| 102<\/td>\n | Damage and Restoration of Electric Power System due to the 2011 Earthquake off the Pacific Coast of Tohoku\u2014Effects of a Damage Estimation System for Electric Power Distribution Equipment (RAMPEr) <\/td>\n<\/tr>\n | ||||||
| 110<\/td>\n | Performance of Buried High Voltage Power Cables due to Liquefaction <\/td>\n<\/tr>\n | ||||||
| 118<\/td>\n | Comparative Analysis on Dynamic Response of Wind Turbine Tower in Different Sites <\/td>\n<\/tr>\n | ||||||
| 126<\/td>\n | Nonlinear Seismic Responses Analysis for a Super Cooling Tower <\/td>\n<\/tr>\n | ||||||
| 134<\/td>\n | Comparative Study on Hydraulic Simulation of Earthquake-Damaged Water Distribution System <\/td>\n<\/tr>\n | ||||||
| 142<\/td>\n | Leakage Model of Water Distribution Network <\/td>\n<\/tr>\n | ||||||
| 150<\/td>\n | Simplified Evaluation Method of Seismic Resistance for Water Treatment Facilities <\/td>\n<\/tr>\n | ||||||
| 158<\/td>\n | Seismic Resilience Design for a Concrete Box Reservoir <\/td>\n<\/tr>\n | ||||||
| 166<\/td>\n | Follow-up Investigation of FRPM Pipe used for Shield Secondary Lining Construction Method in the Great East Japan Earthquake <\/td>\n<\/tr>\n | ||||||
| 174<\/td>\n | Application of Liquefaction Countermeasure Technique by Log Piling for Water Purification and Sewage Treatment Plant <\/td>\n<\/tr>\n | ||||||
| 181<\/td>\n | Wastewater Network Restoration Following the Canterbury, NZ Earthquake Sequence: Turning Post-Earthquake Recovery into Resilience Enhancement <\/td>\n<\/tr>\n | ||||||
| 189<\/td>\n | Study on Shock-Resistant Performance of Buried Pipeline Affected by Different Factors <\/td>\n<\/tr>\n | ||||||
| 197<\/td>\n | Response of Deeply Buried Pipeline Laid through a Fault to Random Ground Motion <\/td>\n<\/tr>\n | ||||||
| 205<\/td>\n | Discontinuous Deformation Analysis of Buried Pipeline-Soil System Subject to Reverse-Fault Movement <\/td>\n<\/tr>\n | ||||||
| 213<\/td>\n | The Response Analysis for Buried Pipelines in Nuclear Power Plant Subjected to the Subsidence <\/td>\n<\/tr>\n | ||||||
| 221<\/td>\n | Shaking Table Tests of Underground Pipe with Connection Joints under Non-Uniform Earthquake Excitation <\/td>\n<\/tr>\n | ||||||
| 226<\/td>\n | Damage to Water Supply Pipelines in the 2011 Great East Japan Earthquake <\/td>\n<\/tr>\n | ||||||
| 234<\/td>\n | A Study on Behavior of Ductile Iron Earthquake-Resistant Pipeline in the Deformed Road at the 2011 Great East Japan Earthquake <\/td>\n<\/tr>\n | ||||||
| 242<\/td>\n | Study on Behavior of Ductile Iron Pipelines with Earthquake-Resistant Joints Buried across a Fault <\/td>\n<\/tr>\n | ||||||
| 250<\/td>\n | Fault Displacement Hazard Analysis for the Seismic Design of Oil and Gas Pipeline <\/td>\n<\/tr>\n | ||||||
| 258<\/td>\n | Response of Gas Distribution Pipeline Network to Seismic Wave Propagation in Greater Tehran Area, Iran <\/td>\n<\/tr>\n | ||||||
| 266<\/td>\n | Design of the Ruby Pipeline at the Wasatch Fault Crossing, Northern Utah, USA <\/td>\n<\/tr>\n | ||||||
| 273<\/td>\n | Traffic Simulation in Tokyo Metropolis after the 2011 Tohoku Earthquake Based on Probe-Car Data <\/td>\n<\/tr>\n | ||||||
| 280<\/td>\n | Study on Earthquake Alarm Threshold Value of High-speed Train <\/td>\n<\/tr>\n | ||||||
| 288<\/td>\n | Modeling Railway Damage due to Shake, Liquefaction and Tsunami for the 2011 Tohoku Earthquake <\/td>\n<\/tr>\n | ||||||
| 296<\/td>\n | Interdependency Between Seismic Energy Parameters and Damage Indices of Four Types of Mountain Tunnels <\/td>\n<\/tr>\n | ||||||
| 304<\/td>\n | Appropriate Seismic Analysis Method of Subway Shield Tunnels in Soft Ground <\/td>\n<\/tr>\n | ||||||
| 312<\/td>\n | The Research of Tunnel Vulnerability Model Based on the Wenchuan Earthquake <\/td>\n<\/tr>\n | ||||||
| 320<\/td>\n | Analysis on the Importance of Tunnel to the Lifeline Project after Earthquake <\/td>\n<\/tr>\n | ||||||
| 327<\/td>\n | Review of Large-Scale Shaking Table Test of Mountain Tunnel <\/td>\n<\/tr>\n | ||||||
| 335<\/td>\n | Failure Mechanism of Tunnel Portal during Strong Earthquakes <\/td>\n<\/tr>\n | ||||||
| 342<\/td>\n | The Shaking Table Model Test of the Tunnel through Fault <\/td>\n<\/tr>\n | ||||||
| 350<\/td>\n | Influence of Nonlinearity in Shield Tunnels on Seismic Response <\/td>\n<\/tr>\n | ||||||
| 358<\/td>\n | Experimental Study on Dynamic Behavior of Suspended Laminar Multidirectional Shear Box <\/td>\n<\/tr>\n | ||||||
| 366<\/td>\n | 3-D Nonlinear Seismic Response Analysis of a Double Subway Station <\/td>\n<\/tr>\n | ||||||
| 374<\/td>\n | Shaking Table Test on the Seismic Response of Cross-Structure Between Subway Station and Tunnel <\/td>\n<\/tr>\n | ||||||
| 382<\/td>\n | The Scattering of Transient Plane SH Waves by Deep Buried Cylindrical Lined Cavity in Saturated Soil <\/td>\n<\/tr>\n | ||||||
| 390<\/td>\n | Numerical Simulations of Geotechnical Centrifuge Modeling of Seismic Earth Pressures on an Underground Restrained Structure <\/td>\n<\/tr>\n | ||||||
| 398<\/td>\n | The Study on 3D Seismic Pounding of the High-Pier Bridge Under Strong Earthquake <\/td>\n<\/tr>\n | ||||||
| 406<\/td>\n | Nonlinear Seismic Analysis of Concrete Arch Bridge with Steel Webs <\/td>\n<\/tr>\n | ||||||
| 414<\/td>\n | A Probability-Based Methodology for Establishing Non-Extreme and Extreme Vertical Load Combinations for Multi-Hazard LRFD of Bridges <\/td>\n<\/tr>\n | ||||||
| 422<\/td>\n | Mechanism and Parametric Analysis of Multi-Level Control Mode of Unseating Failure Prevention for Concrete Girder Bridge during Earthquakes <\/td>\n<\/tr>\n | ||||||
| 430<\/td>\n | Parametric Study on Fluid Viscous Damper for A Long Span 3-Pylon Cable-Stayed Bridge Based on Seismic Response Control <\/td>\n<\/tr>\n | ||||||
| 438<\/td>\n | Experimental Study on Circular RC Bridge Columns under Combined Cyclic Flexural and Torsional Loadings <\/td>\n<\/tr>\n | ||||||
| 446<\/td>\n | Seismic Failure of Typical Curved RC Bridges in Wenchuan Earthquake <\/td>\n<\/tr>\n | ||||||
| 454<\/td>\n | Analysis on Dynamic Response of Pier Column Structure Surrounded by Sea Ice in Different Types of Earthquake <\/td>\n<\/tr>\n | ||||||
| 462<\/td>\n | Mechanics Performance Test and Seismic Behavior of a Novel 3D Isolation Bearing for Bridges <\/td>\n<\/tr>\n | ||||||
| 470<\/td>\n | Long-Term Condition Assessment of Stay Cables: Application to Nanjing 3rd Yangtze River Bridge <\/td>\n<\/tr>\n | ||||||
| 478<\/td>\n | Experimental Study on Seismic Performance of CFRP Confined RC Rectangular Hollow Section Bridge Piers <\/td>\n<\/tr>\n | ||||||
| 486<\/td>\n | Research on Hydrodynamic Pressure of Deep Water Bridge Structure <\/td>\n<\/tr>\n | ||||||
| 494<\/td>\n | Making Retrofit Decision with Multi-Criteria Fuzzy Comprehensive Evaluation System for Girder Bridges in Wenchuan Earthquake <\/td>\n<\/tr>\n | ||||||
| 502<\/td>\n | The Development and Verification of 3D Contact-Friction Collision Model Based on OpenSees <\/td>\n<\/tr>\n | ||||||
| 510<\/td>\n | Seismic Behavior of Reinforced Concrete Beam to Concrete-Filled Steel Tubular Column Connections with Ring-Beam <\/td>\n<\/tr>\n | ||||||
| 518<\/td>\n | Study on Compressive Bearing Capacity of Full-Scale Square Concrete Columns Confined by High Strength Transverse Steels <\/td>\n<\/tr>\n | ||||||
| 526<\/td>\n | Experimental Study on Seismic Performance of RC Shear Wall with High-Strength Rebars <\/td>\n<\/tr>\n | ||||||
| 534<\/td>\n | Experimental Study of the Dynamic Behavior of High-Damping Rubber-Bearing Isolator <\/td>\n<\/tr>\n | ||||||
| 542<\/td>\n | A Case Study of Wave Equation Drivability Analysis for Super-Large Diameter Steel Pipe Pile <\/td>\n<\/tr>\n | ||||||
| 550<\/td>\n | Coherency Function Model of Seismic Ground Motion Based on Accelerograms Recorded by Zigong Seismograph Array <\/td>\n<\/tr>\n | ||||||
| 558<\/td>\n | The Application of Potential Rupture Surface Model on PSHA in the Area Near the 2008 Wenchuan Earthquake <\/td>\n<\/tr>\n | ||||||
| 566<\/td>\n | Seismic Response of a Real Basin Site Considering Topography Effect and Nonlinear Characteristic of Soil <\/td>\n<\/tr>\n | ||||||
| 574<\/td>\n | Study on Frequency Spectral Parameters of Ground Motion during the Wenchuan Earthquake <\/td>\n<\/tr>\n | ||||||
| 581<\/td>\n | The Numerical Simulation of Long-Period Ground Motion on Basin Effects in Characterization Model <\/td>\n<\/tr>\n | ||||||
| 589<\/td>\n | Comparison of Three Methods for Computing Response Spectra of Torsional Ground Motions <\/td>\n<\/tr>\n | ||||||
| 597<\/td>\n | A \u201cMapping Circle\u201d\u009d PGA Attenuation Relationship Model for Wenchuan Earthquake <\/td>\n<\/tr>\n | ||||||
| 605<\/td>\n | Study on Seismic Response Analysis Method of Engineering Site with Inclined Bedrock <\/td>\n<\/tr>\n | ||||||
| 613<\/td>\n | Synthetic Earthquake Ground Motions for the Design of Long Structures <\/td>\n<\/tr>\n | ||||||
| 621<\/td>\n | Laboratory Tests on Flow Characteristics of Pre-Liquefied Sand <\/td>\n<\/tr>\n | ||||||
| 629<\/td>\n | Artificial Neural Network Model for Evaluating Gravelly Soils Liquefaction Using Shear Wave Velocity <\/td>\n<\/tr>\n | ||||||
| 637<\/td>\n | Effect of Shaking Intensity on Interactive Behavior of Soil-Pile Group Foundations in Liquefiable Soil during Shaking Table Tests <\/td>\n<\/tr>\n | ||||||
| 645<\/td>\n | Numerical Study on Dynamic Behavior of Pile Group in Liquefiable Soils <\/td>\n<\/tr>\n | ||||||
| 653<\/td>\n | Preliminary Study on Flow Constitutive Model of Post Liquefied Sand in Zero Effective Stress State <\/td>\n<\/tr>\n | ||||||
| 661<\/td>\n | Simulation on Effect of Initial Stress Condition on Dynamic Deformation Characteristics of Coarse Materials <\/td>\n<\/tr>\n | ||||||
| 669<\/td>\n | Influence of Cyclic Loading History on Small Strain Shear Modulus of Saturated Clays <\/td>\n<\/tr>\n | ||||||
| 677<\/td>\n | Study on Effect of Seismic Action Direction on Slope Stability <\/td>\n<\/tr>\n | ||||||
| 684<\/td>\n | A Method for Analyzing Seismic Stability of Unsaturated Soil Slopes <\/td>\n<\/tr>\n | ||||||
| 692<\/td>\n | Limits on Coastal Scour Depths due to Tsunami <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":" International Efforts in Lifeline Earthquake Engineering<\/b><\/p>\n |