This collection contains 369 papers presented at the 12th Biennial International Conference on Engineering, Construction, and Operations in Challenging Environments and the 4th NASA\/ARO\/ASCE Workshop on Granular Materials in Lunar and Martian Exploration, held in Honolulu, Hawaii, from March 14-17, 2010.<\/p>\n
| PDF Pages<\/th>\n | PDF Title<\/th>\n<\/tr>\n | ||||||
|---|---|---|---|---|---|---|---|
| 1<\/td>\n | Cover <\/td>\n<\/tr>\n | ||||||
| 11<\/td>\n | Table of Contents <\/td>\n<\/tr>\n | ||||||
| 40<\/td>\n | Symposium 1: 4th NASA\/ARO\/ASCE Workshop on Granular Materials in Lunar and Martian Exploration A Particle-Scale Model to Simulate Soil\/Regolith Erosion <\/td>\n<\/tr>\n | ||||||
| 52<\/td>\n | Active Dust Mitigation Technology for Thermal Radiators for Lunar Exploration <\/td>\n<\/tr>\n | ||||||
| 60<\/td>\n | An Experimental Investigation of Size Sorting of Lunar Simulants in Terrestrial and Lunar Gravity <\/td>\n<\/tr>\n | ||||||
| 68<\/td>\n | Decay of Reactivity in Forsterite Due to UV Radiation <\/td>\n<\/tr>\n | ||||||
| 75<\/td>\n | DEM Simulations of the Effects of Particle Shape, Interparticle Cohesion, and Gravity on Rotating Drum Flows of Lunar Regolith <\/td>\n<\/tr>\n | ||||||
| 81<\/td>\n | Discrete Element Modeling of Vicksburg Sand and Lunar Simulant <\/td>\n<\/tr>\n | ||||||
| 88<\/td>\n | Effect of Grain Size Distribution on Mechanical Properties of Lunar Soil <\/td>\n<\/tr>\n | ||||||
| 96<\/td>\n | Electrostatic Transport of Lunar Soil for In Situ Resource Utilization <\/td>\n<\/tr>\n | ||||||
| 105<\/td>\n | Extracting Respirable Particles from Lunar Regolith for Toxicology Studies <\/td>\n<\/tr>\n | ||||||
| 113<\/td>\n | Grain-Scale Mechanical Properties of Lunar Plagioclase and Its Simulant: Initial Experimental Findings and Modeling Implications <\/td>\n<\/tr>\n | ||||||
| 123<\/td>\n | Granular Flow and Dynamics of Lunar Simulants in Excavating Implements <\/td>\n<\/tr>\n | ||||||
| 134<\/td>\n | Gravitational Effect on Material Response of Granular Materials <\/td>\n<\/tr>\n | ||||||
| 141<\/td>\n | Hazards and Opportunities of Lunar Dust and Regolith <\/td>\n<\/tr>\n | ||||||
| 145<\/td>\n | Important Considerations for Lunar Soil Simulants <\/td>\n<\/tr>\n | ||||||
| 158<\/td>\n | Acoustic Particle-Size Analyzer for Planetary Exploration <\/td>\n<\/tr>\n | ||||||
| 173<\/td>\n | Lunar Dust Particles Blown by Lander Engine Exhaust in Rarefied and Compressible Flow <\/td>\n<\/tr>\n | ||||||
| 182<\/td>\n | Mars Landing Engine Plume Impingement Ground Interaction <\/td>\n<\/tr>\n | ||||||
| 197<\/td>\n | Particle Entrainment by Non-Uniform Eolian Flow <\/td>\n<\/tr>\n | ||||||
| 205<\/td>\n | Robotic Lunar Geotechnical Tool <\/td>\n<\/tr>\n | ||||||
| 221<\/td>\n | Rocket Cratering in Simulated Lunar and Martian Environments <\/td>\n<\/tr>\n | ||||||
| 230<\/td>\n | Scaling of Erosion Rate in Subsonic Jet Experiments and Apollo Lunar Module Landings <\/td>\n<\/tr>\n | ||||||
| 247<\/td>\n | Simulation of Experimental Tests on the JSC-1A Lunar Soil Simulant with Polyhedral Discrete Elements <\/td>\n<\/tr>\n | ||||||
| 256<\/td>\n | Simulation of the Lunar Environment for the Study of Regolith Strength <\/td>\n<\/tr>\n | ||||||
| 270<\/td>\n | Soil Density from Ripping Force Measurement during Site Preparation <\/td>\n<\/tr>\n | ||||||
| 278<\/td>\n | Soil Test Apparatus for Lunar Surfaces <\/td>\n<\/tr>\n | ||||||
| 293<\/td>\n | Statistics on 3D Particle Shapes of Lunar Soil (No. 60501) Obtained by Micro X-Ray CT and Its Image-Based DEM Simulation <\/td>\n<\/tr>\n | ||||||
| 299<\/td>\n | The Physical State of Lunar Soil in the Permanently Shadowed Craters of the Moon <\/td>\n<\/tr>\n | ||||||
| 305<\/td>\n | Thermal Properties of Lunar Regolith Simulants <\/td>\n<\/tr>\n | ||||||
| 315<\/td>\n | Symposium 2: Advanced Materials for Sustainable Development A New Reinforcement Scheme of Plate-Rib Underground Continuous Wall Based on the Soft Foundation in Meizoseismal Area <\/td>\n<\/tr>\n | ||||||
| 324<\/td>\n | A Three-Parameter Elastic Foundation Model for Interface Stresses in Curved Beams Externally Strengthened by a Thin FRP Plate <\/td>\n<\/tr>\n | ||||||
| 334<\/td>\n | An Accurate and Efficient Finite Element for Reinforced Concrete Beams Flexurally Retrofitted with FRP <\/td>\n<\/tr>\n | ||||||
| 344<\/td>\n | An Anisotropic Elastoplastic Constitutive Model for Layered Rock Masses and Its Implementation in ABAQUS <\/td>\n<\/tr>\n | ||||||
| 358<\/td>\n | Analysis of Crack Propagation for Sluice Pie under Seepage-Stress Coupling Condition Based on Element-Free Method <\/td>\n<\/tr>\n | ||||||
| 368<\/td>\n | Analysis of Crack Reliability for Gravity Dams Based on FEM and Response Surface Method <\/td>\n<\/tr>\n | ||||||
| 377<\/td>\n | Analysis of Entropy Variation in the Propagation of Cracks in Concrete Structures <\/td>\n<\/tr>\n | ||||||
| 388<\/td>\n | Analysis of Inducing Joints Behavior during Reservoir Filling in Xiaowan Arch Dam <\/td>\n<\/tr>\n | ||||||
| 396<\/td>\n | Analysis of Ultimate Bearing Capacity of High Concrete Arch Dam with Cracks in Service Using Natural Vibration Frequency <\/td>\n<\/tr>\n | ||||||
| 404<\/td>\n | Analysis of Unified Beam-Type Fracture Specimens <\/td>\n<\/tr>\n | ||||||
| 413<\/td>\n | Analysis on Failure Mechanism and Evaluation about Static Stability and Seismic Response for Luanshigang Landslide <\/td>\n<\/tr>\n | ||||||
| 424<\/td>\n | Application of a Generalized Plasticity Model to Ultra-High Rockfill Dam <\/td>\n<\/tr>\n | ||||||
| 438<\/td>\n | Biaxial Tension Analysis of Geomembranes under the Condition of Interface Shear Stress <\/td>\n<\/tr>\n | ||||||
| 447<\/td>\n | Buckling of Compound Spherical-Toroidal Shells under External Pressure <\/td>\n<\/tr>\n | ||||||
| 462<\/td>\n | Comparison and Study on Constitutive Models for Coarse Grained Materials under Different Stress Path <\/td>\n<\/tr>\n | ||||||
| 470<\/td>\n | Coupled Analysis of Arch Dam Using Trial Load Technique and Displacement Compatibility-Based Finite Element Method <\/td>\n<\/tr>\n | ||||||
| 482<\/td>\n | Deformation Prediction Model of Concrete Arch Dam Based on Improved Particle Swarm Optimization Algorithm <\/td>\n<\/tr>\n | ||||||
| 491<\/td>\n | Development of a Corrugated Wood Composite Web Panel for I-Joist from Discarded Veneer-Mill Residues <\/td>\n<\/tr>\n | ||||||
| 502<\/td>\n | Earthquake Response of Xieka Concrete Face Rockfill Dam by FEM <\/td>\n<\/tr>\n | ||||||
| 512<\/td>\n | Exploratory Study on ECE Technique for Chloride Removal from Concrete Beams Retrofitted with FRP Strips <\/td>\n<\/tr>\n | ||||||
| 524<\/td>\n | Environment-Friendly Concrete and Cement Mortar Mixed with Steel Slag <\/td>\n<\/tr>\n | ||||||
| 531<\/td>\n | Equivalent Uniformly-Distributed Live Load on Two-Way Slabs <\/td>\n<\/tr>\n | ||||||
| 538<\/td>\n | Evaluations of Latex Modified Concrete Overlay Bonded to Normal Concrete Deck <\/td>\n<\/tr>\n | ||||||
| 548<\/td>\n | Experiment and Application on the Boundary Condition of Temperature Field for High Performance Concrete <\/td>\n<\/tr>\n | ||||||
| 556<\/td>\n | Experimental and Analytical Study of Composite Structural Insulated Floor Panels <\/td>\n<\/tr>\n | ||||||
| 570<\/td>\n | Experimental Study of Recycled Concrete Columns under Large Eccentric Compression <\/td>\n<\/tr>\n | ||||||
| 578<\/td>\n | Experimental Study on Electric Properties of Carbon Fiber Reinforced Mortar <\/td>\n<\/tr>\n | ||||||
| 589<\/td>\n | Freeze-Deicer Salt Scaling Resistance of Concrete <\/td>\n<\/tr>\n | ||||||
| 598<\/td>\n | Improved Safety Monitoring Model of Crack in Concrete Dams <\/td>\n<\/tr>\n | ||||||
| 606<\/td>\n | In Situ Structural Dynamic Behavior of Gate in Ship Lock <\/td>\n<\/tr>\n | ||||||
| 619<\/td>\n | Influence of MSW Landfill on Surrounding Geological Environment and Control Strategies <\/td>\n<\/tr>\n | ||||||
| 633<\/td>\n | Influence of Working Gap on Magnetic Field and Transmission Torque of Magneto-Rheological Coupler <\/td>\n<\/tr>\n | ||||||
| 645<\/td>\n | Mixed Finite Element Method for Contact Problems of Multibody <\/td>\n<\/tr>\n | ||||||
| 660<\/td>\n | Model II Fracture Evaluation of CFRP-Concrete Interface Using Accelerated Aging Test <\/td>\n<\/tr>\n | ||||||
| 673<\/td>\n | On the Study of Interface Crack in Layered Piezoelectric Structures <\/td>\n<\/tr>\n | ||||||
| 683<\/td>\n | Problems on Practical Construction of Durable Concrete with Controlled Permeability Formwork Liner <\/td>\n<\/tr>\n | ||||||
| 688<\/td>\n | Rehabilitation of Reinforced Concrete T-Beam Structures Using Externally Bonded FRP Composites <\/td>\n<\/tr>\n | ||||||
| 703<\/td>\n | Research on Static and Seismic Stability of High Rock Slopes in Hydropower Stations <\/td>\n<\/tr>\n | ||||||
| 716<\/td>\n | Research on Topology Optimization for 3-D Body Type of High Arch Dam <\/td>\n<\/tr>\n | ||||||
| 723<\/td>\n | Structural Safety Evaluation of Wanjiazhai Concrete Gravity Dam by Monitoring Observations <\/td>\n<\/tr>\n | ||||||
| 736<\/td>\n | Seismic Analysis of High-Rise Intake Tower of the 2ndSpillway Tunnel of Zipingpu Hydro-Junction <\/td>\n<\/tr>\n | ||||||
| 743<\/td>\n | Seismic Response Analysis of Concrete Dams Using Damage Mechanics and Creep Models <\/td>\n<\/tr>\n | ||||||
| 748<\/td>\n | Sensitivity Analysis of Influencing Factors on Lateral Deformation of Geosynthetic Reinforced Segmental Soil Retaining Walls <\/td>\n<\/tr>\n | ||||||
| 759<\/td>\n | Structural Stability and Filling Materials on Geotube Dams <\/td>\n<\/tr>\n | ||||||
| 768<\/td>\n | Study on Dynamic Character of Electrical Switch Cabinet in Seismic Test <\/td>\n<\/tr>\n | ||||||
| 781<\/td>\n | Study on Dynamic Response of an Iron Statue of Lion <\/td>\n<\/tr>\n | ||||||
| 790<\/td>\n | Study on Permeability Coefficient and Volumetric Deformation Modulus of Fresh Concrete for Different Mix Designs <\/td>\n<\/tr>\n | ||||||
| 797<\/td>\n | Study on Safety Evaluation Based on Nonlinear Finite Element Method for High Arch Dams <\/td>\n<\/tr>\n | ||||||
| 804<\/td>\n | Study on the Forecasting Models of Slope Stability under Data Mining <\/td>\n<\/tr>\n | ||||||
| 816<\/td>\n | Influence of Construction Method of Arch Dam Foundation Replacement Block on Dam Safety <\/td>\n<\/tr>\n | ||||||
| 826<\/td>\n | The Application of Gray Evaluation and ANN on the Forecast System of Ocean Engineering Resulting from Earthquake <\/td>\n<\/tr>\n | ||||||
| 839<\/td>\n | Direct Algorithm of Heat Change to Cooling Effect Simulation of Water Pipes <\/td>\n<\/tr>\n | ||||||
| 848<\/td>\n | The Impact of Wenchuan Earthquake on Structures <\/td>\n<\/tr>\n | ||||||
| 874<\/td>\n | Symposium 3: Ballistic Impact and Crashworthiness Damage Model for the Residual Strength of Concrete under Fatigue Biaxial Compression with Constant Confined Stress <\/td>\n<\/tr>\n | ||||||
| 887<\/td>\n | Finite Element Model for Failure Study of Two Dimensional Triaxially Braided Composite and Parameter Study <\/td>\n<\/tr>\n | ||||||
| 897<\/td>\n | Micromechanical Model and Overall Properties of CNT\/SMP Composites with Aggregated Inclusions <\/td>\n<\/tr>\n | ||||||
| 912<\/td>\n | Symposium 4: Exploration and Utilization of Extraterrestrial Bodies 2011 Mars Science Laboratory Mission Design Overview <\/td>\n<\/tr>\n | ||||||
| 937<\/td>\n | A Holistic Approach to Lunar Settlements <\/td>\n<\/tr>\n | ||||||
| 941<\/td>\n | A Multi Tier Barcode Based System for the Construction Management of Lunar and Martian Outposts <\/td>\n<\/tr>\n | ||||||
| 947<\/td>\n | A Study of Parallels between Antarctica South Pole Traverse Equipment and Lunar\/Mars Surface Systems <\/td>\n<\/tr>\n | ||||||
| 980<\/td>\n | An Overview of the Mars Science Laboratory Sample Acquisition, Sample Processing, and Handling Subsystem <\/td>\n<\/tr>\n | ||||||
| 988<\/td>\n | Arctic and Antarctic Analogs for Planetary Surface Traverses <\/td>\n<\/tr>\n | ||||||
| 1005<\/td>\n | Constellation Architecture Team: Lunar Outpost \u201cScenario 12.1\u201d\u009d Habitation Concept <\/td>\n<\/tr>\n | ||||||
| 1028<\/td>\n | Constellation Architecture Team-Lunar Scenario 12.0 Habitation Overview <\/td>\n<\/tr>\n | ||||||
| 1051<\/td>\n | Coupled Simulation Model for Ice Migration <\/td>\n<\/tr>\n | ||||||
| 1060<\/td>\n | Deep Drilling and Sampling via Compact Low-Mass Rotary-Hammer Auto-Gopher <\/td>\n<\/tr>\n | ||||||
| 1070<\/td>\n | Design and Tele-Operation of a Lunar Excavator for the NASA Centennial Challenge <\/td>\n<\/tr>\n | ||||||
| 1078<\/td>\n | Development and Testing of High Surface Area Iridium Anodes for Molten Oxide Electrolysis <\/td>\n<\/tr>\n | ||||||
| 1085<\/td>\n | Development of a Miniature Scanning Electron Microscope to Facilitate In Situ Lunar Science and Engineering <\/td>\n<\/tr>\n | ||||||
| 1093<\/td>\n | Development of a NASA 2018 Mars Landed Mission Concept <\/td>\n<\/tr>\n | ||||||
| 1113<\/td>\n | Drilling and Excavation on Mars for Construction and In Situ Resource Utilization (ISRU) <\/td>\n<\/tr>\n | ||||||
| 1123<\/td>\n | Drilling at High Temperatures Using Ultrasonic\/Sonic Actuated Mechanism <\/td>\n<\/tr>\n | ||||||
| 1130<\/td>\n | Dust-Tolerant Power Connector Test Results <\/td>\n<\/tr>\n | ||||||
| 1137<\/td>\n | Experimental Study of Waterless Concrete for Lunar Construction <\/td>\n<\/tr>\n | ||||||
| 1142<\/td>\n | Mobile Field Analog for Lunar Habitat Integrated System Health Monitoring <\/td>\n<\/tr>\n | ||||||
| 1158<\/td>\n | Field Testing of K10 with HYDRA at NASA Ames Research Center <\/td>\n<\/tr>\n | ||||||
| 1167<\/td>\n | Five-Step Parametric Prediction and Optimization Tool for Lunar Surface Systems Excavation Tasks <\/td>\n<\/tr>\n | ||||||
| 1191<\/td>\n | Geothermite Reactions for In Situ Resource Utilization on the Moon and Beyond <\/td>\n<\/tr>\n | ||||||
| 1201<\/td>\n | Intelligent Explorer with Smart Manipulator and Drilling Mechanism for Lunar or Planetary Exploration <\/td>\n<\/tr>\n | ||||||
| 1212<\/td>\n | Lunar Analog Testing in Hawai\u2019i: An Example of International Collaboration <\/td>\n<\/tr>\n | ||||||
| 1230<\/td>\n | Lunar and Planetary Excavation Prototype Development and Testing at the Colorado School of Mines <\/td>\n<\/tr>\n | ||||||
| 1240<\/td>\n | Lunar Daylight Exploration: Cost Constrained Human and Robotic Exploration <\/td>\n<\/tr>\n | ||||||
| 1250<\/td>\n | Lunar Suitcase Science: A Lunar Regolith Characterization Kit (LRoCK) <\/td>\n<\/tr>\n | ||||||
| 1274<\/td>\n | Magna Parva and ESA\u2019s Ultrasonic Drill Tool for Planetary Surface Exploration <\/td>\n<\/tr>\n | ||||||
| 1285<\/td>\n | Miniaturized Scanning Electron Microscope for In Situ Planetary Studies <\/td>\n<\/tr>\n | ||||||
| 1297<\/td>\n | \u201cMOONBIT\u201d\u009d\u2014Seismic while Drilling (SWD) Laboratory Testing with Lunar Regolith Simulant <\/td>\n<\/tr>\n | ||||||
| 1312<\/td>\n | Novel Solids Flow Concepts Proposed for Regolith Heat Exchanger and Conveyors <\/td>\n<\/tr>\n | ||||||
| 1323<\/td>\n | Numerical Simulation of Jet-Lifting under Variable Gravity Field <\/td>\n<\/tr>\n | ||||||
| 1334<\/td>\n | Optimized O\u2019Neill-Glaser Model for Human Population of Space and Its Impact on Survival Probabilities <\/td>\n<\/tr>\n | ||||||
| 1347<\/td>\n | Overcoming the Hurdles of Incorporating In Situ Resource Utilization (IRSU) into Human Lunar Exploration <\/td>\n<\/tr>\n | ||||||
| 1365<\/td>\n | Parameters Governing Regolith Site Work by Small Robots <\/td>\n<\/tr>\n | ||||||
| 1373<\/td>\n | Planetary Analogs for Drilling Automation Testing <\/td>\n<\/tr>\n | ||||||
| 1382<\/td>\n | Plasma Processing of Lunar Regolith Simulant for Oxygen and Glass Production <\/td>\n<\/tr>\n | ||||||
| 1392<\/td>\n | Pneumatic Regolith Transfer Systems for In Situ Resource Utilization <\/td>\n<\/tr>\n | ||||||
| 1403<\/td>\n | Precision Subsampling System for Mars and Beyond <\/td>\n<\/tr>\n | ||||||
| 1421<\/td>\n | Quick Attach Docking Interface for Lunar Electric Rover <\/td>\n<\/tr>\n | ||||||
| 1433<\/td>\n | Results from Testing of Two Rotary Percussive Drilling Systems <\/td>\n<\/tr>\n | ||||||
| 1441<\/td>\n | Risk Assessment Visualization Study for Lunar Outpost Landing Zone Surface Preparation <\/td>\n<\/tr>\n | ||||||
| 1457<\/td>\n | Experimental Study of Lunar Regolith Anchoring Forces <\/td>\n<\/tr>\n | ||||||
| 1462<\/td>\n | Rotary-Percussive Deep Drill for Planetary Applications <\/td>\n<\/tr>\n | ||||||
| 1476<\/td>\n | Sample Return: What Happens to Samples on Earth? <\/td>\n<\/tr>\n | ||||||
| 1489<\/td>\n | The Development of a Silicon-Drift-Detector-Based X-Ray Spectrometer for Remote Surface Analysis <\/td>\n<\/tr>\n | ||||||
| 1498<\/td>\n | The Habitat Demonstration Unit Project Overview <\/td>\n<\/tr>\n | ||||||
| 1517<\/td>\n | The Habitat Demonstration Unit Project: Test Operations <\/td>\n<\/tr>\n | ||||||
| 1531<\/td>\n | The Habitat Demonstration Unit System Integration <\/td>\n<\/tr>\n | ||||||
| 1541<\/td>\n | Tumbleweed: A New Paradigm for Surveying Mars for In Situ Resources <\/td>\n<\/tr>\n | ||||||
| 1552<\/td>\n | Variation in Wave Propagation in Lunar Percussive Drilling Instrument Due to Presence of a Joint <\/td>\n<\/tr>\n | ||||||
| 1564<\/td>\n | Symposium 5: Intelligent Sensors and Actuators A Comprehensive Piezoceramic Actuator Model for Simulating Mechanical Interactions in Smart Structures <\/td>\n<\/tr>\n | ||||||
| 1577<\/td>\n | An Inductive Coulter Counting Device for Online Monitoring of Wear Debris in Lubricant <\/td>\n<\/tr>\n | ||||||
| 1585<\/td>\n | A Practical Temperature Sensor with High Sensitivity Utilizing a Fiber Loop Mirror with a Long-Period Grating in a Photonic Crystal Fiber <\/td>\n<\/tr>\n | ||||||
| 1590<\/td>\n | Applications of Shape Memory Alloys in Offshore Oil and Gas Industry: A Review <\/td>\n<\/tr>\n | ||||||
| 1607<\/td>\n | FRP Bridge Deck Debonding Monitoring Method Using OTDR Technique <\/td>\n<\/tr>\n | ||||||
| 1615<\/td>\n | Damage Monitoring of Bridge Cable through Acoustic Emission Technique <\/td>\n<\/tr>\n | ||||||
| 1622<\/td>\n | Develop an Improved Miniature Amplifier for Piezoceramic Actuation through Feedback Control <\/td>\n<\/tr>\n | ||||||
| 1632<\/td>\n | Development of an Innovative Shape Memory Alloy Based Tool for Brachytherapy <\/td>\n<\/tr>\n | ||||||
| 1640<\/td>\n | Fiber Bragg Grating Strain Sensor for Measurement of Vortex-Induced Vibration <\/td>\n<\/tr>\n | ||||||
| 1648<\/td>\n | High Precision Fiber Loop Ringdown Chemical Corrosion Sensors <\/td>\n<\/tr>\n | ||||||
| 1654<\/td>\n | Innovative Sensors and Devices Applied in Bicycle and Pedestrian Crossings at Freeway Interchanges <\/td>\n<\/tr>\n | ||||||
| 1665<\/td>\n | Intelligent Sensors with Application to Identify the Steel Cable Forces <\/td>\n<\/tr>\n | ||||||
| 1673<\/td>\n | Interoperable Smart Sensor Networking <\/td>\n<\/tr>\n | ||||||
| 1683<\/td>\n | Launch Cavity Ringdown Spectroscopy from Earth to Space <\/td>\n<\/tr>\n | ||||||
| 1694<\/td>\n | Magnetic Nanoparticles-Enhanced SPR Sensing for Ultrasensitive Sandwich Immunoassay <\/td>\n<\/tr>\n | ||||||
| 1701<\/td>\n | Nonlinear Control of a Shape Memory Alloy Actuator via Mu-Synthesis <\/td>\n<\/tr>\n | ||||||
| 1715<\/td>\n | Optical Fiber Sensors for Harsh Environment Monitoring <\/td>\n<\/tr>\n | ||||||
| 1732<\/td>\n | Performance Evaluation of a FRP-Wrapped Balsa Wood Bridge Deck System <\/td>\n<\/tr>\n | ||||||
| 1742<\/td>\n | Slab Coupled Optical Fiber Electric Field Sensors <\/td>\n<\/tr>\n | ||||||
| 1755<\/td>\n | The Development of a Modified Bi-Axial Composite Test Specimen <\/td>\n<\/tr>\n | ||||||
| 1761<\/td>\n | The Influence of Fixing Method on the Performance of Fiber Bragg Grating Strain Sensor <\/td>\n<\/tr>\n | ||||||
| 1768<\/td>\n | Tracking Control of a Piezo Positioning Stage with Scalar Sign Function and Digital Redesign Technique <\/td>\n<\/tr>\n | ||||||
| 1793<\/td>\n | Transmission of Ultrasonic Elastic Waves to Assess the Quality of Panel-to-Panel Connections in Satellite Structures <\/td>\n<\/tr>\n | ||||||
| 1801<\/td>\n | Symposium 6: Advanced Issues and Challenges in Control of Aerospace A Discussion on Non-Keplerian Orbits <\/td>\n<\/tr>\n | ||||||
| 1808<\/td>\n | A New General Method for Modeling Complex Multibody Dynamical Systems <\/td>\n<\/tr>\n | ||||||
| 1836<\/td>\n | A New Robust Fault-Tolerant Controller for Self-Repairing Flight Control System <\/td>\n<\/tr>\n | ||||||
| 1844<\/td>\n | A Weighted Recursive Least Square Relative Navigation Algorithm Based on Rendezvous-Radar Measurements <\/td>\n<\/tr>\n | ||||||
| 1852<\/td>\n | Acceleration of Levenberg-Marquardt Method Training of NSV Attitude System Fuzzy Modeling <\/td>\n<\/tr>\n | ||||||
| 1860<\/td>\n | Autopilot Design for a Side-Jet Missile Based on MRVSS Technique and GA Optimization <\/td>\n<\/tr>\n | ||||||
| 1873<\/td>\n | Design of Modified Backstepping Attitude Controller <\/td>\n<\/tr>\n | ||||||
| 1881<\/td>\n | Dynamics of Resonance Orbits for Spacecrafts <\/td>\n<\/tr>\n | ||||||
| 1888<\/td>\n | Explicit Analytic Solution to the Satellite Formation-Keeping Problem <\/td>\n<\/tr>\n | ||||||
| 1904<\/td>\n | Fault Diagnosis and Active Fault Tolerant Control for Near Space Vehicle Based on Adaptive Observer <\/td>\n<\/tr>\n | ||||||
| 1915<\/td>\n | Hypersonic Vehicle Longitudinal Control Using Adaptive Time-Varying Terminal Sliding Modes <\/td>\n<\/tr>\n | ||||||
| 1923<\/td>\n | LPV Modeling and Gain Scheduled Bank-to-Turn Autopilot Design <\/td>\n<\/tr>\n | ||||||
| 1931<\/td>\n | New Interceptor Guidance Law Using LOS Rate Only <\/td>\n<\/tr>\n | ||||||
| 1939<\/td>\n | Nonlinear Fault-Tolerant Control of a Space Truss Structure with an MR Damper <\/td>\n<\/tr>\n | ||||||
| 1957<\/td>\n | Recurrent-Functional-Link-Network-Based Predictive Control Hypersonic Vehicles with Dynamical Uncertainties <\/td>\n<\/tr>\n | ||||||
| 1965<\/td>\n | Research of a One-Way Slide Mode with Constraint State Condition <\/td>\n<\/tr>\n | ||||||
| 1973<\/td>\n | Shape-Based Method for Non-Keplerian Orbit Design <\/td>\n<\/tr>\n | ||||||
| 1980<\/td>\n | Support for Flight Trajectories and Video Capture: Initial Results Using a Free Open Source Flight Simulator <\/td>\n<\/tr>\n | ||||||
| 1988<\/td>\n | Target Clustering Based on Integrated Discrepancy-Degree for Mixed-Type Attributes <\/td>\n<\/tr>\n | ||||||
| 1996<\/td>\n | Trajectory Optimization and Reentry Tracking Research for Lifting Reentry Vehicle <\/td>\n<\/tr>\n | ||||||
| 2004<\/td>\n | Symposium 7: Advanced Topics in Offshore Wind Turbine Research A Risk Analysis Framework for Offshore Wind Turbines <\/td>\n<\/tr>\n | ||||||
| 2012<\/td>\n | A State-Space Viscoelastic Model of Double-Beam Systems toward the Dynamic Analysis of Wind Turbine Blades <\/td>\n<\/tr>\n | ||||||
| 2020<\/td>\n | Advanced Topics in Offshore Wind Turbines Design <\/td>\n<\/tr>\n | ||||||
| 2031<\/td>\n | CFD Approach to the Micrositing of Wind Turbines in Complex Terrain <\/td>\n<\/tr>\n | ||||||
| 2040<\/td>\n | Dependability of Offshore Wind Turbines <\/td>\n<\/tr>\n | ||||||
| 2053<\/td>\n | Dynamic Analysis of an Offshore Wind Turbine: Wind-Waves Nonlinear Interaction <\/td>\n<\/tr>\n | ||||||
| 2066<\/td>\n | Effects of Modeling Parameter Uncertainty on the Structural Response of Offshore Wind Turbines <\/td>\n<\/tr>\n | ||||||
| 2078<\/td>\n | Experimental Research on Shear Stress of Submerged Vegetation in Ecological Riverbank <\/td>\n<\/tr>\n | ||||||
| 2086<\/td>\n | Fatigue Design for Axially Loaded Grouted Connections of Offshore Wind Turbine Support Structures in Deeper Waters <\/td>\n<\/tr>\n | ||||||
| 2094<\/td>\n | Modeling of Flow and Water Quality Processes of Oil Spills with Finite Volume Method <\/td>\n<\/tr>\n | ||||||
| 2102<\/td>\n | Performance-Based Design of Offshore Wind Turbines <\/td>\n<\/tr>\n | ||||||
| 2118<\/td>\n | Physical Modeling of the Dynamic Response of Offshore Wind Turbines Founded on Monopiles <\/td>\n<\/tr>\n | ||||||
| 2126<\/td>\n | Planning of an Offshore Wind Farm in the Mediterranean Sea <\/td>\n<\/tr>\n | ||||||
| 2136<\/td>\n | Semi-Active Algorithm for Edgewise Vibration Control in Floating Wind Turbine Blades <\/td>\n<\/tr>\n | ||||||
| 2150<\/td>\n | Structural Damage Monitoring of Composite Blade under Fatigue Loading with Embedded Piezoelectric Transducers <\/td>\n<\/tr>\n | ||||||
| 2155<\/td>\n | Structural Integrity Evaluation of Offshore Wind Turbines <\/td>\n<\/tr>\n | ||||||
| 2169<\/td>\n | Structural Offshore Wind Turbines Optimization <\/td>\n<\/tr>\n | ||||||
| 2182<\/td>\n | Wind-Wave Hindcasting on Offshore Wind Turbine through Coupled Atmospheric and Spectral Models <\/td>\n<\/tr>\n | ||||||
| 2191<\/td>\n | Symposium 8: Fluid Dynamics and Heat Transfers 3-D Aerodynamic Analysis of Long-Span Bridge Deck Sections Using DES and Block-Iterative Coupling <\/td>\n<\/tr>\n | ||||||
| 2200<\/td>\n | A Review of Vortex-Induced Vibrations <\/td>\n<\/tr>\n | ||||||
| 2206<\/td>\n | Coherent Structure of Surface Pressures on 2-D Rectangular Cylinders in Turbulent Flow <\/td>\n<\/tr>\n | ||||||
| 2218<\/td>\n | Effect on Tiles by Wind Flow over Roof of Japanese Residence <\/td>\n<\/tr>\n | ||||||
| 2227<\/td>\n | Experimental Study on the Characteristics of Weak Corrosive Surfactant Drag Reducer <\/td>\n<\/tr>\n | ||||||
| 2238<\/td>\n | Extensional Properties of a Dilute Polymer Solution Following Preshear in Microgravity <\/td>\n<\/tr>\n | ||||||
| 2246<\/td>\n | Formation of Uniform Plugs and Monodispersed Droplets for Viscoelastic Fluid Flow in Microchannels <\/td>\n<\/tr>\n | ||||||
| 2256<\/td>\n | Quasi-Steady Solution of Rotor-Dynamic Forces Generated by Discharge-to-Suction Leakage Flows in Centrifugal Pumps <\/td>\n<\/tr>\n | ||||||
| 2267<\/td>\n | Structural Analysis of Reciprocating Small Scale Hydropower System for Lift Force Estimation <\/td>\n<\/tr>\n | ||||||
| 2278<\/td>\n | Study on Impact Loadings of Flood on Buildings <\/td>\n<\/tr>\n | ||||||
| 2286<\/td>\n | Study on Transport of Groundwater of Jinping Cascade-II Hydropower Station with Long Diversion Tunnel Region <\/td>\n<\/tr>\n | ||||||
| 2295<\/td>\n | Water Leak Tests of Tiled Roofs under Vibration and Scattering by Wind Tunnel <\/td>\n<\/tr>\n | ||||||
| 2306<\/td>\n | Symposium 9: Innovative Techniques in Structural Health Monitoring A Nonlinear Method for Harvesting Mechanical Energy from Vibrations <\/td>\n<\/tr>\n | ||||||
| 2316<\/td>\n | A Two Stage Damage Detection Method with Application to the Phrase I ASCE SHM Benchmark Building <\/td>\n<\/tr>\n | ||||||
| 2328<\/td>\n | An Emulation Framework for Wireless Structural Health Monitoring <\/td>\n<\/tr>\n | ||||||
| 2341<\/td>\n | An Improved Generalized Projection Denoising Algorithm and Its Application <\/td>\n<\/tr>\n | ||||||
| 2350<\/td>\n | Bridge Model Updating Using Response Surface Method <\/td>\n<\/tr>\n | ||||||
| 2360<\/td>\n | Damage Detection of Reinforced Concrete Columns Based on Vibration Tests <\/td>\n<\/tr>\n | ||||||
| 2369<\/td>\n | Damage Detection through Genetic and Swarm-Based Optimization Algorithms <\/td>\n<\/tr>\n | ||||||
| 2375<\/td>\n | Deformation Decomposition Based on the Elemental Eigen-Deformation Shapes <\/td>\n<\/tr>\n | ||||||
| 2383<\/td>\n | Development of Wireless Sensing System for Structural Health Monitoring <\/td>\n<\/tr>\n | ||||||
| 2400<\/td>\n | Efficient Structural Health Monitoring by Limited Strain Measurements <\/td>\n<\/tr>\n | ||||||
| 2408<\/td>\n | Experimental and Numerical Study on Damage Detection in I-Type Steel Beam Based on PZT Admittance Signals <\/td>\n<\/tr>\n | ||||||
| 2415<\/td>\n | FBG Sensor-Based Monitoring of a Reinforced Concrete Frame under Pushover Testing <\/td>\n<\/tr>\n | ||||||
| 2424<\/td>\n | Feedback Control in a Distributed Intelligent Multi-Purpose Sensor Network <\/td>\n<\/tr>\n | ||||||
| 2434<\/td>\n | GPS Multipath Effect Mitigation Algorithm Based on Empirical Mode Decomposition <\/td>\n<\/tr>\n | ||||||
| 2444<\/td>\n | Hybrid Piezo-Based Wireless Sensor Networks for Civil Structural Health Monitoring <\/td>\n<\/tr>\n | ||||||
| 2451<\/td>\n | Identification of Time-Varying Structural Parameters Based on Hilbert Transform: Numerical Simulations <\/td>\n<\/tr>\n | ||||||
| 2461<\/td>\n | Measuring Corrosion of Steel in Concrete via Fiber Bragg Grating Sensors\u2014Lab Experimental Test and In-Field Application <\/td>\n<\/tr>\n | ||||||
| 2470<\/td>\n | Multi-Scale Detection Techniques for Local Scour Monitoring in River Bed: Case Study at Sutong Bridge <\/td>\n<\/tr>\n | ||||||
| 2481<\/td>\n | Parameters Optimization of Wavelet Transform in Modal Parameter Identification with Closely Spaced Modes <\/td>\n<\/tr>\n | ||||||
| 2490<\/td>\n | Radome Inspection Based on Ultrasonic Frequency Tomography and Ultrasonic Energy Propagation Imaging <\/td>\n<\/tr>\n | ||||||
| 2501<\/td>\n | Recent Progress in Smart Aggregate-Based Structural Health Monitoring of Civil Structures <\/td>\n<\/tr>\n | ||||||
| 2516<\/td>\n | Remote Structure Parameters Estimation on NetSlab Platform Using Response Time Series <\/td>\n<\/tr>\n | ||||||
| 2526<\/td>\n | Research on BOTDR Sensing Technique in Structural Health Monitoring <\/td>\n<\/tr>\n | ||||||
| 2533<\/td>\n | Social Benefits of ELF-Monitoring <\/td>\n<\/tr>\n | ||||||
| 2540<\/td>\n | Structural Health Monitoring Algorithm Settlement Behavior and Water Leakage of Karkheh Reservoir Earth Dam through SSM and Instrumentation <\/td>\n<\/tr>\n | ||||||
| 2548<\/td>\n | Structural Health Monitoring with Data Fusion Method <\/td>\n<\/tr>\n | ||||||
| 2557<\/td>\n | Structural Health Monitoring of Arch Dam from Dynamic Measurements <\/td>\n<\/tr>\n | ||||||
| 2574<\/td>\n | Temperature Monitoring of Tsing Ma Suspension Bridge: Numerical Simulation and Field Measurement <\/td>\n<\/tr>\n | ||||||
| 2582<\/td>\n | The Intelligent Method and Implementation of Health Monitoring System for Large Span Structures <\/td>\n<\/tr>\n | ||||||
| 2592<\/td>\n | The Research on the Failure Mode Classification Based on Reconstructed Phase Space and GMM <\/td>\n<\/tr>\n | ||||||
| 2599<\/td>\n | Using Triboluminescent Impacts of ZnS: Mn as an Impact Detection Sensor for Spacecraft <\/td>\n<\/tr>\n | ||||||
| 2607<\/td>\n | Vibration Monitoring Using Wireless Sensor Networks on Dongying Huanghe River Bridge <\/td>\n<\/tr>\n | ||||||
| 2616<\/td>\n | Symposium 10: Disaster Mitigation Mechanical and Electrical Properties of Carbon-NanoFiber Self-Consolidating Concrete <\/td>\n<\/tr>\n | ||||||
| 2625<\/td>\n | A New Seismic Isolation Method by Using a Periodic Foundation <\/td>\n<\/tr>\n | ||||||
| 2634<\/td>\n | A Substructure Approach for Damage Detection of Large Size Structures under Limited Input and Output Measurements <\/td>\n<\/tr>\n | ||||||
| 2644<\/td>\n | A Proposed Approach for Probabilistic Seismic Hazard Analysis <\/td>\n<\/tr>\n | ||||||
| 2654<\/td>\n | An Application of a Proposed Stiffness-Strength-Ductility Design Approach to a Five Storey Steel Building Structure <\/td>\n<\/tr>\n | ||||||
| 2664<\/td>\n | Analysis of Seismic Response for Arch Dam Based on Gradual Enlargement Mesh Method <\/td>\n<\/tr>\n | ||||||
| 2675<\/td>\n | Application of GIS-Based OWA Method to Suitability Evaluation of Construction Land in Tangshan City <\/td>\n<\/tr>\n | ||||||
| 2685<\/td>\n | Approach of Masonry School Building Seismic Collapses in the Wenchuan Earthquake <\/td>\n<\/tr>\n | ||||||
| 2692<\/td>\n | Approach of the Collapses of RC Frame Structure School Buildings <\/td>\n<\/tr>\n | ||||||
| 2702<\/td>\n | Concept of Virtual Work and Its Application on Damage Detection of Existing Structure <\/td>\n<\/tr>\n | ||||||
| 2709<\/td>\n | Cost Optimum Design of Reinforced Concrete Simply Supported One-Way Slabs <\/td>\n<\/tr>\n | ||||||
| 2718<\/td>\n | Coupled Model for Non Linear Analysis of Reinforced Concrete Members Subjected to 3D Loading <\/td>\n<\/tr>\n | ||||||
| 2728<\/td>\n | Design and Calibration of PVDF Based Stress Gauge and Its Application in Concrete Cylinder Impact Test <\/td>\n<\/tr>\n | ||||||
| 2737<\/td>\n | Dynamic Characteristics of PC Bridge Resonated with Trucks by Monitoring <\/td>\n<\/tr>\n | ||||||
| 2745<\/td>\n | Dynamic Parameter Verification of P-Z Model and Its Application of Dynamic Analysis on Rockfill Dam <\/td>\n<\/tr>\n | ||||||
| 2753<\/td>\n | Dynamic Analysis for Earth Rock-Fill Dam Including Dam-Reservoir-Foundation Interaction <\/td>\n<\/tr>\n | ||||||
| 2766<\/td>\n | Earthquake Inputs for Structural Aseismic Design in Cities <\/td>\n<\/tr>\n | ||||||
| 2775<\/td>\n | Earthquake Spatial Coherence Analysis from Simulated Accelerograms <\/td>\n<\/tr>\n | ||||||
| 2785<\/td>\n | Dielectric Spectroscopy and ELP-Prediction of Earthquakes <\/td>\n<\/tr>\n | ||||||
| 2794<\/td>\n | Effect of Steel Fibers on Shear Behavior of Prestressed Concrete Beams <\/td>\n<\/tr>\n | ||||||
| 2804<\/td>\n | Environmental Surveillance for Disaster Prevention <\/td>\n<\/tr>\n | ||||||
| 2812<\/td>\n | Evaluation of Shear Critical Shear Walls with the Fiber Element <\/td>\n<\/tr>\n | ||||||
| 2824<\/td>\n | Experimental Behavior of Rigid and Semirigid Steel Frames under Cyclic Loading <\/td>\n<\/tr>\n | ||||||
| 2832<\/td>\n | Experimental Research on Damping and Bonding Properties of Concrete Reinforced with GFRP Bars <\/td>\n<\/tr>\n | ||||||
| 2845<\/td>\n | Experimental Research on Seismic Behavior of Reinforced N-Block Masonry Shear Wall <\/td>\n<\/tr>\n | ||||||
| 2860<\/td>\n | Experimental Study on Interfacial Strength of the High Performance Recycled Aggregate Concrete <\/td>\n<\/tr>\n | ||||||
| 2868<\/td>\n | In-Plane Seismic Strengthening of Masonry Walls with Sprayed Glass Fibre Reinforced Polymer <\/td>\n<\/tr>\n | ||||||
| 2880<\/td>\n | Investigate on Dimension Effect of Dynamic Artificial Boundaries <\/td>\n<\/tr>\n | ||||||
| 2888<\/td>\n | Local Shear Connectors Damage Detection for a Concrete-Steel Composite Beam Using Acceleration Time Series <\/td>\n<\/tr>\n | ||||||
| 2896<\/td>\n | Local Site Effect on Seismic Response of Coupled Transmission Tower-Line System <\/td>\n<\/tr>\n | ||||||
| 2909<\/td>\n | Modeling of Prestressed Concrete Bridge Girders <\/td>\n<\/tr>\n | ||||||
| 2927<\/td>\n | Multi-Functional Smart Aggregate-Based Structural Health Monitoring of Circular Reinforced Concrete Columns Subjected to Seismic Excitations <\/td>\n<\/tr>\n | ||||||
| 2938<\/td>\n | New Circular Hybrid Steel-Concrete-FRP-Concrete Column and Its Fire Performance <\/td>\n<\/tr>\n | ||||||
| 2946<\/td>\n | Nonlinear Vlasov Foundation Model for Performance Assessment of Cyclically Loaded Structures <\/td>\n<\/tr>\n | ||||||
| 2956<\/td>\n | Nonlinearity Identification of a Model Structure Equipped with SMA Wires Using Vibration Measurements <\/td>\n<\/tr>\n | ||||||
| 2964<\/td>\n | Parametric Study of Seismic Response of Transmission Tower-Line System Subjected to Multi-Component Earthquake Excitations <\/td>\n<\/tr>\n | ||||||
| 2972<\/td>\n | PFC Numerical Simulation of Particle Breakage of Rock-Fill Dam <\/td>\n<\/tr>\n | ||||||
| 2980<\/td>\n | Pseudo Excitation Method and Its Application in Seismic Design and Disaster Mitigation of Long-Span Structures <\/td>\n<\/tr>\n | ||||||
| 2988<\/td>\n | Stochastic Response Analysis of Structures with Random Properties Subject to Stationary Random Excitation <\/td>\n<\/tr>\n | ||||||
| 2997<\/td>\n | Random Seismic Analysis of RC Framed Shear Wall with Probability Density Evolution Method <\/td>\n<\/tr>\n | ||||||
| 3006<\/td>\n | Rate-Dependent Behaviors of Reinforced Concrete Members <\/td>\n<\/tr>\n | ||||||
| 3014<\/td>\n | Reliability Analysis of Slope Stability under the Condition of Extreme Ice-Snow and Frozen Disaster <\/td>\n<\/tr>\n | ||||||
| 3022<\/td>\n | Seismic Behavior Analysis for Intake Tower of Luding Hydropower Station <\/td>\n<\/tr>\n | ||||||
| 3031<\/td>\n | Seismic Isolation of Buildings with a New Type of Periodic Foundations <\/td>\n<\/tr>\n | ||||||
| 3041<\/td>\n | Seismic Performance of Composite Steel Plate Reinforced Concrete Shear Wall <\/td>\n<\/tr>\n | ||||||
| 3050<\/td>\n | Seismic Performance of Square RC Bridge Columns under Combined Loading Including Torsion with Low Shear <\/td>\n<\/tr>\n | ||||||
| 3058<\/td>\n | Seismic Progressive Collapse Analysis of Reinforced Concrete Bridges by Applied Element Method <\/td>\n<\/tr>\n | ||||||
| 3066<\/td>\n | Shear Strength of Concrete Hollow Block Masonry under Combined Shear and Compression Loading <\/td>\n<\/tr>\n | ||||||
| 3073<\/td>\n | Softening-Coefficient for FRP Shear-Strengthened Reinforced Concrete Elements <\/td>\n<\/tr>\n | ||||||
| 3086<\/td>\n | Structural Health Monitoring and Simulation of RC Frames Subjected to Shake Table Excitations <\/td>\n<\/tr>\n | ||||||
| 3095<\/td>\n | Structural Health Monitoring of Reinforced Concrete Columns Subjected to Reversed Cyclic Loading Using Innovative Smart Aggregates <\/td>\n<\/tr>\n | ||||||
| 3111<\/td>\n | Structural Seismic Capacity Optimization by Considering the Allowed Failure of Infills <\/td>\n<\/tr>\n | ||||||
| 3122<\/td>\n | Study on Heat Flow Analysis Model of H-Section Steel Columns with Box Protection under Fire Conditions <\/td>\n<\/tr>\n | ||||||
| 3131<\/td>\n | The Effect of Nonlinear Strength of Rockfill Material on Dam\u2019s Stability <\/td>\n<\/tr>\n | ||||||
| 3140<\/td>\n | Time-Frequency Analysis and Artificial Adjustment of Earthquake Ground Motions via S-Transform <\/td>\n<\/tr>\n | ||||||
| 3150<\/td>\n | Theoretical Analysis of Dynamic Properties of 2-2 Cement Based Piezoelectric Composite: Actuator Effect <\/td>\n<\/tr>\n | ||||||
| 3165<\/td>\n | Vibration Isolation of Structure Connected with SMA Helical Springs <\/td>\n<\/tr>\n | ||||||
| 3173<\/td>\n | Water Supply Policy Considering Climate Change in the Han River Basin, South Korea <\/td>\n<\/tr>\n | ||||||
| 3180<\/td>\n | Symposium 11: Structural Vibration Control A New Decentralized Control Approach with Application to the ASCE Benchmark Control Problem under Earthquake Excitation <\/td>\n<\/tr>\n | ||||||
| 3192<\/td>\n | Active H∞ Control of the Vibration of a Cantilever Beam by Noncontact Magnetic Force <\/td>\n<\/tr>\n | ||||||
| 3201<\/td>\n | AMD Subsystem Testing Method and Its Application in AMD Performance Test <\/td>\n<\/tr>\n | ||||||
| 3207<\/td>\n | An ANN Model for Predicting Level Ultimate Bearing Capacity of PHC Pipe Pile <\/td>\n<\/tr>\n | ||||||
| 3216<\/td>\n | Analysis on Seismic Failure Mechanism of Zipingpu Dam and Several Reflections of Aseismic Design for High Rock-Fill Dam <\/td>\n<\/tr>\n | ||||||
| 3229<\/td>\n | Analytical Study on Wind-Induced Vibration of Transmission Line Systems in Mountainous Areas <\/td>\n<\/tr>\n | ||||||
| 3237<\/td>\n | Design and Experimental Investigation on a New Type of SMA-Fluid Viscous Damper <\/td>\n<\/tr>\n | ||||||
| 3246<\/td>\n | Fault Tolerant Control of a Building Structure with AMD <\/td>\n<\/tr>\n | ||||||
| 3256<\/td>\n | LMI Based Fault Detection and Isolation on Base Isolation System Model <\/td>\n<\/tr>\n | ||||||
| 3273<\/td>\n | Hybrid Vibration Control for Structure and Device Platform under Environment Excitation <\/td>\n<\/tr>\n | ||||||
| 3281<\/td>\n | Inelastic Analysis of Complex Structure Based on Market Theory and Force Analogy Method <\/td>\n<\/tr>\n | ||||||
| 3292<\/td>\n | Lessons Learnt from Building Damages in the Wenchuan Earthquake <\/td>\n<\/tr>\n | ||||||
| 3301<\/td>\n | Mechanical Properties of Steel Crane Beam Strengthened by CFRP <\/td>\n<\/tr>\n | ||||||
| 3309<\/td>\n | Mitigating the Stay Cable Vibration under Deck Excitation <\/td>\n<\/tr>\n | ||||||
| 3317<\/td>\n | Mixed-Sensitivity Controller Design for Repetitive Control in Hysteretic Systems <\/td>\n<\/tr>\n | ||||||
| 3333<\/td>\n | Nonlinear Fault Tolerant Control of Nonlinear Structure with MR Dampers <\/td>\n<\/tr>\n | ||||||
| 3341<\/td>\n | Nonlinear Vibration Analysis of Bulb Tubular Pump-House Considering Vibration Damping with Rubber Buffers <\/td>\n<\/tr>\n | ||||||
| 3348<\/td>\n | Numerical Simulation on Dynamic Responses and Damages of Steel Frame Structures Column under Blast Loads <\/td>\n<\/tr>\n | ||||||
| 3357<\/td>\n | Pipe Walking-Lateral Buckling Interaction <\/td>\n<\/tr>\n | ||||||
| 3367<\/td>\n | Plastic Interaction Relations for Corroded Steel Pipes under Combined Loadings <\/td>\n<\/tr>\n | ||||||
| 3384<\/td>\n | Prediction of Tuned Liquid Damper Damping Force Based on Back Propagation Neural Network <\/td>\n<\/tr>\n | ||||||
| 3394<\/td>\n | Roller Compacted Concrete Gravity Dams Reliability Analysis Based on Response Surface Approach <\/td>\n<\/tr>\n | ||||||
| 3407<\/td>\n | Rural Residential Seismic Resistance Practical Technology <\/td>\n<\/tr>\n | ||||||
| 3416<\/td>\n | Seismic Vibration Control of Civil Structures Using Shape Memory Alloys: A Review <\/td>\n<\/tr>\n | ||||||
| 3435<\/td>\n | Study on Vibration Control of Concrete Structures Reinforced with Superelastic Shape Memory Alloy <\/td>\n<\/tr>\n | ||||||
| 3445<\/td>\n | Theoretical and Experimental Investigations on the Application of Superelastic Shape Memory Alloys in Seismic Engineering <\/td>\n<\/tr>\n | ||||||
| 3455<\/td>\n | Time Delay of Earthquake Excitation in High-Rise Building <\/td>\n<\/tr>\n | ||||||
| 3466<\/td>\n | Symposium 12: Nano Technology in Active Materials Decoration of Carbon Micro\/Nano Fiber Surface with Magnetic Nanostructures for Multifunctionalization <\/td>\n<\/tr>\n | ||||||
| 3472<\/td>\n | Energy Bounds and Moment Tensors <\/td>\n<\/tr>\n | ||||||
| 3483<\/td>\n | Improved Material Properties of Complex Oxide Thin Films for Application in Phased Array Antennas <\/td>\n<\/tr>\n | ||||||
| 3491<\/td>\n | Microstructure Evolution of Atomic Layer Deposited Zinc-Oxide Films <\/td>\n<\/tr>\n | ||||||
| 3500<\/td>\n | Strain Sensing Using Multiwalled Carbon Nanotube Film Subjected to Temperature Variation <\/td>\n<\/tr>\n | ||||||
| 3509<\/td>\n | Symposium 13: Advanced Construction Materials A 3-D Computational Model of Mesoscale Structure of Concrete with Polyhedron Aggregate <\/td>\n<\/tr>\n | ||||||
| 3520<\/td>\n | Application and Analysis of Cables in Light Structures <\/td>\n<\/tr>\n | ||||||
| 3535<\/td>\n | Control Joints in Cast In Situ Concrete Slabs and Its Application <\/td>\n<\/tr>\n | ||||||
| 3543<\/td>\n | Effects of Corrosion Pits on Mechanical Properties of Corroded Steel Bars <\/td>\n<\/tr>\n | ||||||
| 3551<\/td>\n | Evaluation of the Fracture Properties of the Bond Interfaces between UHTCC Overlays and Concrete Substrates <\/td>\n<\/tr>\n | ||||||
| 3560<\/td>\n | Experimental Study on Bending Behavior of Corroded Post-Tensioned Concrete Beams <\/td>\n<\/tr>\n | ||||||
| 3568<\/td>\n | Experimental Study on Mechanical Performance of Interface between Mortar and Aggregate in Concrete <\/td>\n<\/tr>\n | ||||||
| 3576<\/td>\n | Experimental Study on the Bending Behavior of Reinforced Concrete Beams under Super-Low Temperature <\/td>\n<\/tr>\n | ||||||
| 3584<\/td>\n | Flexural Behavior of Corroded Reinforced Concrete Beams <\/td>\n<\/tr>\n | ||||||
| 3592<\/td>\n | Improvement of Electrical Conductivity in Carbon Fiber-Concrete Composites Using Self Consolidating Technology <\/td>\n<\/tr>\n | ||||||
| 3598<\/td>\n | Influence of Mineral Admixture on Early-Age Concrete Cracking <\/td>\n<\/tr>\n | ||||||
| 3606<\/td>\n | Mechanical Characterization of Polyacrylate Emulsion Modified Mortars <\/td>\n<\/tr>\n | ||||||
| 3618<\/td>\n | Modeling of Chloride Ions Diffusion in Cracked Concrete <\/td>\n<\/tr>\n | ||||||
| 3629<\/td>\n | Natural Frequencies of Corroded Reinforced Concrete Beams Strengthened with Carbon Fiber Composite Sheets under Fatigue Load <\/td>\n<\/tr>\n | ||||||
| 3637<\/td>\n | Research on the Stress-Strain Relationship of Square Concrete Columns Confined by CFRP Sheets at Low Temperatures <\/td>\n<\/tr>\n | ||||||
| 3649<\/td>\n | Theoretical Modeling of Concrete Moisture Diffusion Surface Factor <\/td>\n<\/tr>\n | ||||||
| 3656<\/td>\n | Symposium 14: Advanced Technology in Composite Material Processing A New Lunar Soil Simulant in China <\/td>\n<\/tr>\n | ||||||
| 3663<\/td>\n | Dynamic Damping Modeling of Composite with Carbon Nano Fiber Paper <\/td>\n<\/tr>\n | ||||||
| 3678<\/td>\n | In Situ Measurement of Environmentally-Induced Deformations of Telescopes <\/td>\n<\/tr>\n | ||||||
| 3686<\/td>\n | Manufacturing and Characterization of Microstrip Antennas Integrated in 3D Orthogonal Woven Composites <\/td>\n<\/tr>\n | ||||||
| 3696<\/td>\n | Morphology, Electrical Conductivity of Novel Graphite Nanoplatelets-Carbon Nanotube Hybrid Nanopaper <\/td>\n<\/tr>\n | ||||||
| 3704<\/td>\n | Shape Memory Polymer Carbon Nanocomposites; Based on Carbon Nanopaper <\/td>\n<\/tr>\n | ||||||
| 3718<\/td>\n | Study of Fire Retardant Performance of Composite Coated with Clay Containing Hybrid Carbon Nanofiber Paper <\/td>\n<\/tr>\n | ||||||
| 3730<\/td>\n | Three Dimensional Monte Carlo Simulation of the Electrical Conductivity of Composites Reinforced by Short Fibers <\/td>\n<\/tr>\n | ||||||
| 3742<\/td>\n | Three-Dimensional Layered Architectures Composed of Self-Assembled Nanoparticles through Ice Templating <\/td>\n<\/tr>\n | ||||||
| 3748<\/td>\n | Vibration Damping Enhancement of Polymer Composites via Carbon Nanopaper Sheets with Different Fiber Reinforcements <\/td>\n<\/tr>\n | ||||||
| 3760<\/td>\n | Symposium 15: New Development and Challenging Issues in 21st Engineering Education in Dynamics, Controls, and Structures Enabling Remote Design and Troubleshooting Experiments Using the iLab Shared Architecture <\/td>\n<\/tr>\n | ||||||
| 3773<\/td>\n | Encouraging Students Actively Involved in Course Teaching Procedure <\/td>\n<\/tr>\n | ||||||
| 3781<\/td>\n | Failure Mechanism of Granular Soil Slopes <\/td>\n<\/tr>\n | ||||||
| 3792<\/td>\n | Force Tracking Control of a Testing Device I: System Modeling and Identification <\/td>\n<\/tr>\n | ||||||
| 3803<\/td>\n | Force Tracking Control of a Testing Device II: Controller Implementation <\/td>\n<\/tr>\n | ||||||
| 3814<\/td>\n | Introduce CDIO Model into Undergraduate Computer Engineering Curriculum\u2014Networked Data Acquisition Systems <\/td>\n<\/tr>\n | ||||||
| 3826<\/td>\n | Progress and Strategies of Engineering Technology Revamping Plan at PVAMU <\/td>\n<\/tr>\n | ||||||
| 3837<\/td>\n | Requirements on Virtual Real-Time System Lab Design and Development <\/td>\n<\/tr>\n | ||||||
| 3848<\/td>\n | Research on Design and Structure Dynamics of Variable Topology-Transformable Spacecraft <\/td>\n<\/tr>\n | ||||||
| 3860<\/td>\n | Sustainability and Education: The Need for New Degree Options <\/td>\n<\/tr>\n | ||||||
| 3872<\/td>\n | Utilizing Program Outcomes in the Modification of Engineering Technology Curriculum <\/td>\n<\/tr>\n | ||||||
| 3882<\/td>\n | Virtual and Remote Laboratory Development: A Review <\/td>\n<\/tr>\n | ||||||
| 3892<\/td>\n | Wireless Structural Health Monitoring and Early-Stage Damage Detection Using Piezoelectric Impedance Sensors <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":" Earth and Space 2010<\/b><\/p>\n |