ASCE InternationalEffortsinLifelineEarthquakeEngineering 2013
$107.25
International Efforts in Lifeline Earthquake Engineering
| Published By | Publication Date | Number of Pages |
| ASCE | 2013 | 699 |
Proceedings of the Sixth China-Japan-US Trilateral Symposium on Lifeline Earthquake Engineering, held in Chengdu, China, May 28
PDF Catalog
| PDF Pages | PDF Title |
|---|---|
| 1 | Cover |
| 12 | Contents |
| 22 | Reliability-Based Design of Lifeline Systems: Recent Developments and Possible Tendency in the Future |
| 32 | Application of an Assessment Model of Post-Earthquake Lifeline Serviceability to Recent Earthquakes in Japan |
| 40 | Quantifying Post-Earthquake Water System Functionality |
| 48 | Modeling and Geo-Visualizing the Role of Infrastructure in Community Disaster Resilience |
| 56 | Seismic Performance of Interdependent Lifeline Systems |
| 64 | A Preliminary Longitudinal Study of Lifeline Seismic Improvement Programs |
| 72 | Lifeline Damage Caused in the 23 October (Mw=7.2) 2011 and 9 November (M=5.6) 2011, Van Earthquakes in Eastern Turkey |
| 80 | Research on Urban Post-earthquake Fire |
| 87 | Typical Disaster Chains and Cascading Effect Caused by 2012 Xinyuan Ms 6.6 Earthquake and 2008 Wenchuan Ms 8.0 Earthquake of China |
| 94 | Building Telecommunication System Resilience—Lessons from Past Earthquakes |
| 102 | Damage and Restoration of Electric Power System due to the 2011 Earthquake off the Pacific Coast of Tohoku—Effects of a Damage Estimation System for Electric Power Distribution Equipment (RAMPEr) |
| 110 | Performance of Buried High Voltage Power Cables due to Liquefaction |
| 118 | Comparative Analysis on Dynamic Response of Wind Turbine Tower in Different Sites |
| 126 | Nonlinear Seismic Responses Analysis for a Super Cooling Tower |
| 134 | Comparative Study on Hydraulic Simulation of Earthquake-Damaged Water Distribution System |
| 142 | Leakage Model of Water Distribution Network |
| 150 | Simplified Evaluation Method of Seismic Resistance for Water Treatment Facilities |
| 158 | Seismic Resilience Design for a Concrete Box Reservoir |
| 166 | Follow-up Investigation of FRPM Pipe used for Shield Secondary Lining Construction Method in the Great East Japan Earthquake |
| 174 | Application of Liquefaction Countermeasure Technique by Log Piling for Water Purification and Sewage Treatment Plant |
| 181 | Wastewater Network Restoration Following the Canterbury, NZ Earthquake Sequence: Turning Post-Earthquake Recovery into Resilience Enhancement |
| 189 | Study on Shock-Resistant Performance of Buried Pipeline Affected by Different Factors |
| 197 | Response of Deeply Buried Pipeline Laid through a Fault to Random Ground Motion |
| 205 | Discontinuous Deformation Analysis of Buried Pipeline-Soil System Subject to Reverse-Fault Movement |
| 213 | The Response Analysis for Buried Pipelines in Nuclear Power Plant Subjected to the Subsidence |
| 221 | Shaking Table Tests of Underground Pipe with Connection Joints under Non-Uniform Earthquake Excitation |
| 226 | Damage to Water Supply Pipelines in the 2011 Great East Japan Earthquake |
| 234 | A Study on Behavior of Ductile Iron Earthquake-Resistant Pipeline in the Deformed Road at the 2011 Great East Japan Earthquake |
| 242 | Study on Behavior of Ductile Iron Pipelines with Earthquake-Resistant Joints Buried across a Fault |
| 250 | Fault Displacement Hazard Analysis for the Seismic Design of Oil and Gas Pipeline |
| 258 | Response of Gas Distribution Pipeline Network to Seismic Wave Propagation in Greater Tehran Area, Iran |
| 266 | Design of the Ruby Pipeline at the Wasatch Fault Crossing, Northern Utah, USA |
| 273 | Traffic Simulation in Tokyo Metropolis after the 2011 Tohoku Earthquake Based on Probe-Car Data |
| 280 | Study on Earthquake Alarm Threshold Value of High-speed Train |
| 288 | Modeling Railway Damage due to Shake, Liquefaction and Tsunami for the 2011 Tohoku Earthquake |
| 296 | Interdependency Between Seismic Energy Parameters and Damage Indices of Four Types of Mountain Tunnels |
| 304 | Appropriate Seismic Analysis Method of Subway Shield Tunnels in Soft Ground |
| 312 | The Research of Tunnel Vulnerability Model Based on the Wenchuan Earthquake |
| 320 | Analysis on the Importance of Tunnel to the Lifeline Project after Earthquake |
| 327 | Review of Large-Scale Shaking Table Test of Mountain Tunnel |
| 335 | Failure Mechanism of Tunnel Portal during Strong Earthquakes |
| 342 | The Shaking Table Model Test of the Tunnel through Fault |
| 350 | Influence of Nonlinearity in Shield Tunnels on Seismic Response |
| 358 | Experimental Study on Dynamic Behavior of Suspended Laminar Multidirectional Shear Box |
| 366 | 3-D Nonlinear Seismic Response Analysis of a Double Subway Station |
| 374 | Shaking Table Test on the Seismic Response of Cross-Structure Between Subway Station and Tunnel |
| 382 | The Scattering of Transient Plane SH Waves by Deep Buried Cylindrical Lined Cavity in Saturated Soil |
| 390 | Numerical Simulations of Geotechnical Centrifuge Modeling of Seismic Earth Pressures on an Underground Restrained Structure |
| 398 | The Study on 3D Seismic Pounding of the High-Pier Bridge Under Strong Earthquake |
| 406 | Nonlinear Seismic Analysis of Concrete Arch Bridge with Steel Webs |
| 414 | A Probability-Based Methodology for Establishing Non-Extreme and Extreme Vertical Load Combinations for Multi-Hazard LRFD of Bridges |
| 422 | Mechanism and Parametric Analysis of Multi-Level Control Mode of Unseating Failure Prevention for Concrete Girder Bridge during Earthquakes |
| 430 | Parametric Study on Fluid Viscous Damper for A Long Span 3-Pylon Cable-Stayed Bridge Based on Seismic Response Control |
| 438 | Experimental Study on Circular RC Bridge Columns under Combined Cyclic Flexural and Torsional Loadings |
| 446 | Seismic Failure of Typical Curved RC Bridges in Wenchuan Earthquake |
| 454 | Analysis on Dynamic Response of Pier Column Structure Surrounded by Sea Ice in Different Types of Earthquake |
| 462 | Mechanics Performance Test and Seismic Behavior of a Novel 3D Isolation Bearing for Bridges |
| 470 | Long-Term Condition Assessment of Stay Cables: Application to Nanjing 3rd Yangtze River Bridge |
| 478 | Experimental Study on Seismic Performance of CFRP Confined RC Rectangular Hollow Section Bridge Piers |
| 486 | Research on Hydrodynamic Pressure of Deep Water Bridge Structure |
| 494 | Making Retrofit Decision with Multi-Criteria Fuzzy Comprehensive Evaluation System for Girder Bridges in Wenchuan Earthquake |
| 502 | The Development and Verification of 3D Contact-Friction Collision Model Based on OpenSees |
| 510 | Seismic Behavior of Reinforced Concrete Beam to Concrete-Filled Steel Tubular Column Connections with Ring-Beam |
| 518 | Study on Compressive Bearing Capacity of Full-Scale Square Concrete Columns Confined by High Strength Transverse Steels |
| 526 | Experimental Study on Seismic Performance of RC Shear Wall with High-Strength Rebars |
| 534 | Experimental Study of the Dynamic Behavior of High-Damping Rubber-Bearing Isolator |
| 542 | A Case Study of Wave Equation Drivability Analysis for Super-Large Diameter Steel Pipe Pile |
| 550 | Coherency Function Model of Seismic Ground Motion Based on Accelerograms Recorded by Zigong Seismograph Array |
| 558 | The Application of Potential Rupture Surface Model on PSHA in the Area Near the 2008 Wenchuan Earthquake |
| 566 | Seismic Response of a Real Basin Site Considering Topography Effect and Nonlinear Characteristic of Soil |
| 574 | Study on Frequency Spectral Parameters of Ground Motion during the Wenchuan Earthquake |
| 581 | The Numerical Simulation of Long-Period Ground Motion on Basin Effects in Characterization Model |
| 589 | Comparison of Three Methods for Computing Response Spectra of Torsional Ground Motions |
| 597 | A “Mapping Circle” PGA Attenuation Relationship Model for Wenchuan Earthquake |
| 605 | Study on Seismic Response Analysis Method of Engineering Site with Inclined Bedrock |
| 613 | Synthetic Earthquake Ground Motions for the Design of Long Structures |
| 621 | Laboratory Tests on Flow Characteristics of Pre-Liquefied Sand |
| 629 | Artificial Neural Network Model for Evaluating Gravelly Soils Liquefaction Using Shear Wave Velocity |
| 637 | Effect of Shaking Intensity on Interactive Behavior of Soil-Pile Group Foundations in Liquefiable Soil during Shaking Table Tests |
| 645 | Numerical Study on Dynamic Behavior of Pile Group in Liquefiable Soils |
| 653 | Preliminary Study on Flow Constitutive Model of Post Liquefied Sand in Zero Effective Stress State |
| 661 | Simulation on Effect of Initial Stress Condition on Dynamic Deformation Characteristics of Coarse Materials |
| 669 | Influence of Cyclic Loading History on Small Strain Shear Modulus of Saturated Clays |
| 677 | Study on Effect of Seismic Action Direction on Slope Stability |
| 684 | A Method for Analyzing Seismic Stability of Unsaturated Soil Slopes |
| 692 | Limits on Coastal Scour Depths due to Tsunami |
