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Volume ,Issue 1,2011 Table of Contents
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Contents
contents
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Experimental Analysis on Real-time Distributed Strain Measurement in Concrete
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Influence of Shrinkage Cracks on Chloride Penetration and Crabonation of Concrete
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Chloride Ion Diffusion Coefficient Model of R.C. Elements under Multiple Factors
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Deformation Capacity of FRP Confined Reinforced Concrete Circular Columns under Simulated Seismic Loading
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Computational Model and Influencing Factor Analysis of Reinforced Concrete Walls under Fire
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Three-dimensional Random Damage Prediction Model of Concrete Caused by Freeze-thaw
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Temperature Field Analysis of Long-span Concrete Box Girders
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Static Load Test and Calculation on Multi-tower Cable-Stayed Bridge with Tie-down Cables
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Theoretical Analysis and Numerical Simulation of Variable Curvature Friction Pendulum Isolation Bearing
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Constitutive Model for Negative Simple-sheared Soil-concrete Interface
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Strength Reduction Method of No-linear FEM Limit Analysis for Pile Group Foundation
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Effects of Vibration History on Modulus and Damping of Clay
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Generalized Damage Reliability and Sensitivity Analysis on Rolled-Concrete Gravity Dam
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Cooling Capability of Duct-ventilated Highway Embankment Enhanced by Self-windward Vent
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Prediction of Rock Burst using the Method of Optimal Relative Membership Degree Based on the Maximum Entropy Principle
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Simulation of Evacuating Buffer in High-rise Building Fires
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Experimental Analysis on Optimal Tail Water Discharge Method of River Water Source Heat Pump
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Energy-Saving Performance of Thermosyphon Heat Exchanger Applied in Internet Data Center
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Sludge Deposition Analysis and Flow Pattern Test on OxidationDitch Integrated A/A/O Technique
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Effecs of Oxygenation on Canna Root Characteristics and Treatment of Swine Waster Water
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Structure and Catalytic Activity of CuO/TiO2 Modified by Different Kinds of Surfactants
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Treatment of Acrylic Fiber Wastewater by Synergistic Effect of O3/UV
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Analysis of Nitrite Accumulation During Denitrification
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Microbial Community Structure and Ecological Variation in TISTD Reactor
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