Collection of selected, peer reviewed papers from the 2014 International Conference on Civil, Architechture and Building Materials (CEABM 2014), May 24-25, 2014, Haikou, China.
The 312 papers are grouped as follows:
Chapter 1: Structural Engineering,
Chapter 2: Monitoring and Control of Structures,
Chapter 3: Structural Rehabilitation, Retrofitting and Strengthening,
Chapter 4: Reliability and Durability of Structures

Les mer

Selected, peer reviewed papers from the 4th International Conference on Civil Engineering, Architecture and Building Materials (CEABM 2014), May 24-25, 2014, Haikou, China

  • Preface and Conference Organization
  • Chapter 1: Structural Engineering
  • Analysis of Structural Design and Construction Technology of Short-Leg Shear Wall in High-Rise Buildings
  • Analysis of the Member Buckling Influence to the Stability of Single-Layer Lattice Dome
  • Analysis on Axial Compression Ratio to Strong Column Weak Beam Effect in Framework Node
  • Analysis on Switch Node Finite Element of a High-Rise Building
  • Application of RPC Constitutive Model in FEA
  • Calculation on Plastic Internal Force of Reinforced Concrete Member under Axial Force
  • Discussion on Limit Values of Axial Compression Ratio of Steel Reinforced Concrete Columns
  • Experimental Study on the Ductility of Beams with SIFCON Blocks
  • Failure Mechanism Analysis of Tubular X-Joint under Lateral Impact Force
  • Finite Element Analysis of Anti-Seismic Performance of Flange Connection in Circular-Pipe Tower Structures
  • Finite Element Analysis of the Experiment of PC Pipe Pile with Holes Carrying Capacity
  • Finite Element Analysis of Unbonded Prestressed Concrete Silos
  • Frame - Shear Design of Shear Wall Structure
  • Longitudinal Stress Analysis of Local Compression on the Center of Plain Concrete Column
  • Multi-Objective Optimization of Composite Elliptical Submersible Pressure Hull for Minimize the Buoyancy Factor and Maximize Buckling Load Capacity
  • Multiple Cross-Laminated Container Floor Temperature Field Based on ANSYS
  • Optimal Design Analysis of Composite Submersible Pressure Hull
  • Optimization of Steel Lattice Trusses Considering Members Stability
  • Performance-Based Design and Table Test Study on Hybrid Structure Combined with outside Steel Grid and Inner Reinforced Concrete Tube
  • Pre-Test on the Behaviors of Vertical Prestressed Spacing to Composite Masonry Walls with Holes from the Aspect of Eccentrical Compression
  • Research on Jack Top-Bracing Platform in the Subway Close-Attached Undercrossing Engineering
  • Research on Mechanical Behavior of RC Beams Strengthened with CFRP by Anti-Arch Method
  • Rigid Joints Transferring Forces outside Box Columns with Imperfect Beams – Finite Element Method Simulation
  • Seismic Performance Analysis of a High-Rise Structure with Multi-Short Columns
  • Stability Analysis for a Latticed Shell Based on ABAQUS
  • Stress Analysis of the Rectangular Retaining Wall under Water Pressure Based on Elasticity Mechanics
  • Studies on Mechanical Behavior of "Box Structure" Residence
  • Experimental Investigation on Steel H-Beam Prestressed with Externally High Strength Steel Bars
  • Experimental Study on Flexural Behavior of Typical Mortise-Tenon Joints
  • Experimental Study on Shear of Reinforced Concrete Beams with High Strength Rebars as Stirrups under Different Shear Span Ratios
  • Research on the Equivalence and the Mechanical Performance of the Model of Steel-Concrete Joint
  • Static Finite Element Analysis of Large Liquefied Natural Gas Prestressed Storage Tank
  • Study on Wind Load about Rotary Reticulated Shell by the Wind Tunnel Experiment
  • Temperature Distributions of Protected Cellular Beams Heated Three Sides
  • Temperature Distributions of Protected Cellular Composite Beams Heated Three Sides
  • Test Study on Size Effect Characteristics of Mechanical Performanceof Pure Bending Plastic Hinge in RC Members
  • Testing Research is about the Influence of the Diameter of the Bearing Push-Extend Reamed to the Bearing Capability of the Pile of Push-Extend Multi-Under-Reamed Pile
  • Tests on Shear Studs Using Profiled Steel Sheeting Subjected to Cyclic Loading
  • The Calculation Method for Moment-Rotation Curve of T-Beam Joints in Semi-Rigid Connections
  • The Development and Research of Special-Shape Pile
  • The Elastic-Plastic Time History Analysis on High-Rise Steel Structure about Main Power House of Thermal Power Plant
  • The Meticulous Analysis of Skew Beam Based on the Space Skew Beam Element Method
  • The Research for Moment-Rotation Curve of T-Beam Joints in Semi-Rigid Connections
  • The Research on the Ultimate Bearing Capacity of Soil around the Push-Extend Multi-under-Reamed Pile at Sliding Failure State
  • Theoretical Analysis on Flexural Behavior of Concrete Members Reinforced by Steel-Basalt FRP Composite Bars
  • Analysis and Reinforcement on the Up-Floating Accident of the Basement of a Large Commercial Complex
  • Analysis of Seismic Performance of the Joint of Cellular Steel Column and Steel Beam in Different Axial Compression Ratio
  • Discussion about the Application of Pre-Stressed Concrete Pipe Pile
  • Effects of Beam Material Strength on the Seismic Performance of Composite CFST Column and Steel Beam Connection
  • Finite Element Analysis of Deep Elliptical Submersible Pressure Hull Subjected to a Side-On Non-Contact Underwater Explosion
  • Finite Element Analysis of Recycled Concrete Filled Circular Steel Tubular Stub Columns under Compressive Loading
  • Finite Element Analysis of Recycled Concrete Filled Steel Tube in Bending State
  • Finite Element Analysis of Steel Frame Beam-Column Irregular Joints with a Strengthened External Diaphragm
  • Finite Element Analysis on Different Axial Compression Ratio of Composite CFST Column and Steel Beam Connection
  • Influence on Seismic Performance of Joints of Cellular Steel Column and Steel Beam due to the Opening Rate
  • Mechnical Characteristic Analysis of Separate Lock Chambers
  • Nonlinear Finite Element Analysis of the Stability of Gravity Platform
  • Research on Structural Damage Identification of Reticulated Shell Based on Change Rate of Modal Strain Energy and Wavelet Analysis
  • Seismic Behavior of the Joints of Rectangular Steel Tubular Columns Filled with Steel-Reinforced Concrete and H-Shaped Steel Beam in Different Beam Strengths
  • Seismic Performance Study on the Joint of Crisscross Concrete-Filled Steel Tube Column-Steel Beam in Different Axial Compression Ratios
  • Accident Treatment on Plinth Settlement of Monolayer Steel Factory
  • Analysis of Wind-Induced Vibration Response for a Long-Span Double-Arch-Support Steel Structure
  • Experiment on Seismic Behavior of Frame with Specially Shaped Columns Used Wide Flange in the First Floor and General on the above
  • Experiment Study on Deformation Properties of Composite Shear Wall Combined with Cement Formwork and Concrete under Static Load
  • Experimental Study on Anchorage Performance of Chemical Adhesive Steel Bar in Concrete
  • Finite Element Analysis on Concrete-Filled Square Steel Tube Short Columns with Inner CFRP Profiles under Axial Compression
  • Finite Element Simulation on Behavior of the High-Strength Concrete Filled High-Strength Square Steel Tube Middle-Long Columns under Axial Compressive Load
  • Optimum Design of CFG Pile Compound Foundation Based on Numerical Simulation Method
  • Research on Safety of High Formwork Supporting System of Fastener-Style Steel Pipe in Concrete Structures
  • Seismic Performance Evaluation of Steel Frame-Steel Plate Shear Wall Using Pushover and IDA
  • Study on Fractal Characteristics of Acoustic Emission in Circular Double-Layer Stirrup Confined Concrete
  • Effects of Braces on Progressive Collapse Resistance of Steel Frame
  • Experimental Research of Corner Joints in Steel-Framed Structures under Fire Conditions
  • Experimental Research on the Latticed Intersected Cylindrical Shell Structure
  • Mechanical Behavior Experimental Study on Lattice Wind Turbine Tower KT-Type Joints of Concrete-Filled Steel Tubular
  • Non-Linear Analysis of Rheological Effects in Slender Composite Columns
  • Preliminary Study on the Effect of Loading Rate on Bond Property between Corroded Concrete and Steel Bar
  • Study on Dynamic Calculation Method of Anti-Slide Pile
  • Finite Element Method of Corner Joints in Steel-Framed Structures under Fire Conditions
  • Influence of High Mode Effects on Ductility Reduction Factors for MDOF Shear-Type Structures
  • Numerical Simulation of Prefabricated Frame-Shear Wall Structure with Keyway Connection of the Column to Wall under Unidirectional Horizontal Load
  • Research on Connection Method and Mechanical Performance of Column-Wall Subassembly without Keyway under the One-way Horizontal Load in Precast Frame-Shearwall Structure
  • Wind Tunnel Test on Wind-Induced Aerodynamic Force of Transmission Tower
  • Wind-Induced Dynamic Analysis of Rung-Shape Long-Span Tensile Cable Membrane Structure
  • An Experimental Evaluation of Development Length of Reinforcements Embedded in Geopolymer Concrete
  • Analysis of Structural and Non-Structural Problems by Coupling of Finite and Infinite Elements
  • Buckling Analysis of Single-Layer Reticulated Shells
  • Calculation and Analysis of Composite Wall Frame by Finite Element
  • Compressive Strength of Artificial Sand Recycled Concrete with Different Content of Stone Powder
  • Computing Method Based on Compound Boundary Conditions for Short Cable Force
  • Design of Concrete Voided Slab of Highway Bridge Pretensioned with CFRP Tendons
  • Dynamic Characteristic Analysis of Prefabricated Houses of Light-Weight Steel Structure
  • Experimental Study on the Mechanical Behavior of Truncated Hip Structure
  • Finite Element Analysis on Temperature Field of Inorganic Polymer Concrete Pouring Process
  • Finite Element Modelling for Lateral Behaviour of Infilled RC Frames with Openings
  • Improvement of Impact Resistance of Synthetic Macro-Fiber Reinfored Concrete
  • Numerical Analysis of the Influence of the Padding-Plate on the Extended End-Plate Connection
  • Numerical Simulation Analysis of Mechanical Properties of Square Steel Tubular High-Strength Concrete Inner Set CFRP Round Pipe Flexural Members under Reciprocating Loads
  • Optimization Design and Elastic Analysis on Shell Type Foundation for Wind Turbo-Generator
  • Progress in Study on Elastic-Plastic Time History Analysis of Tall Building
  • Research and Engineering in the Design of Building Walls
  • A Shape Optimization Based on Strain Energy for Framed Structures
  • Analysis on Structural Problems in Building Decoration
  • Comparative Analysis of Different Modeling Methods for Sandwich Plates Based on LS-DYNA
  • Effects of Shape Parameters on Deformation Characteristics of Carrier Pile
  • Experimental and Theoretical Studies On High-Rise Building Structure With New Special-Shaped Shear Walls
  • Experimental Research on Integral Structures of Mobile Steel Buildings
  • Interaction Analysis of Infilled Frame Structures under Lateral Loads
  • Methods for Determination of Residual Mortar Content Adhered to Recycled Aggregate
  • Resist the Wind Load of Jacking System in High Buildings
  • Restriction Effect of Structural Steel to Ultra High Strength Concrete in the Joint Core Area
  • Strength Degeneration of SRUHSC Column to RC Beam Joint Subjected to Reversal Cycle Load
  • Study on the Analysis and Pre-Control Technology of Vertical Deformation in Construction Process of the Super High-Rise Steel-Concrete Composite Structure
  • Study on the Wind-Induced Control of Tensile Membrane Structure
  • The Study on the Temperature Effect on Steel Reinforced Concrete Girder of Transfer Story in the Construction Process
  • Thermal Buckling Analysis of Cyclic Symmetry Mounting Structure
  • Ultimate Bearing Capacity Analysis of Oblique Beam System Supported by Knee Brace
  • Wind Load Analysis of Large Temporary Stand with Variable Upwind Structure
  • A Joint of Ceramic Granite Mount by Threaded Anchor Studs in a Suspended Ventilated Facade
  • Analysis of Influencing Factors on Mechanical Behavior of Laminated Slab with Shear Connectors with Four-Terminal Fixed Constraints
  • Analysis of Influencing Factors on Outer Annular-Stiffener Type Steel Castellated Beam-Concrete Filled Steel Tuber
  • Analysis of Static Strength for Tubular Joint Reinforced with Collar Casing Pipe
  • Analysis on Creep Characteristics of PC and RC Cylinders with Different Loading Ages
  • Application Research of In Situ Axial Compression Method on Brick Masonry
  • Calculation of Cross Beam in Continuous Box Girder Bridge Based on Modified Shear Method
  • Characteristic Analysis of Prestressed Concrete Frame Joints with Spread-Ended Beams
  • Comparison Analysis of Evaluation Criterions for Vibration Serviceability Induced by Wind Load
  • Computational Method on Axial Tension of Secondary Loaded RC Members Strengthened with Carbon Fiber Reinforced Plastic Sheets
  • Contrast Analysis about the Result of Static Load Test and High Strain Testing for the Bearing Capacity of Screw Pile Foundation
  • Contrastive Research on the Influence of Eccentricity for Autoclaved Fly Ash Solid and Perforated Brick Masonry
  • Design of a Suspended Ventilated Facade with Composite Facing
  • Design of Fastening Tube High-Formwork Supporting System
  • Dynamic Stability Analysis of Functionally Graded Plates Subjected to Complex Loads
  • Experimental Study of Bending Properties of CFRP Bars Concrete Beam and Crack Analysis
  • Failure Modes-Based Searching and Optimizing of Steel Reinforced Concrete Frame Structures
  • Finite Element Analysis of Concrete-Filled Rectangular Tubular Frame
  • Finite Element Analysis of Friction Coefficient on Recycled Concrete Wall-Beam Interface
  • Finite Element Analysis on Steel Frame Structure of Mobile Buildings
  • Force Behavior of Parallel Double Coupling Beams with Different Width
  • Influencing Factors Analysis on Comfort of New-Type Precast Assembly Diaphragm
  • In-Plane Stability Bearing Capacity of Variable Section Column
  • Management Practice for Steel Structure Work of the Wide Span Aerial Corridor in Tobacco Construction Project
  • Mechanical Behavior Research on the Double Angle Bolts Tube-Plate Joints of Concrete-Filled Steel Tubular Lattice Wind Turbine Tower
  • Node Additional Bending Moment's Influence on Plane K Shape Steel Tube Tubular Joint Ultimate Bearing Capacity
  • A Kind of Swinging Bumper in the Rear of a Truck and its Performance Research
  • A New Kind of Modular Assembly Steel Structure System
  • Design and Application of Rock Bolt Foundation in Mountain Cable Crane
  • Numerical Simulation on the Mechanical Performance of the Wind Generator Latticed Concrete-Filled Steel Tubular Tower
  • Numerical Study of Damage Model for Reinforced Concrete Beam under Complex Boundary Condition Subjected to Air Blast Load
  • Numerical Study of Damage Model for Reinforced Concrete Slab under Complex Boundary Condition Subjected to Air Blast Load
  • Pile Foundation Antifreezing Measures Research in Seasonal Frozen Soil Region
  • Preliminary Analysis of Concrete Filled Steel Tube Reinforced Concrete Columns under Axial Compression after Exposure to Fire
  • Prestressed I-Beams Made of Ultra-High Performance Concrete for Construction of Railway Bridges
  • Progressive Collapse Analysis of CFST Frame with Semi-Rigid Connection
  • Research and Application on the Movable Protective Frame Scaffolding in the Overpass Demolition Work
  • Research Progress on Wind-Resistant and Seismic Performance of Glass Curtain Wall Supported by Plane Cable Net
  • Chapter 1: Structural Engineering
  • Simulation Research for Bar-Type Composite Wall under Certain Bias Loads
  • Single Beam Load Test of Continuous Beam
  • Study on Seismic Behavior of Joint with Exterior Diaphragms between Concrete-Filled Square Steel Tubular Column and H-Type Steel Beam
  • Study on Wind Load Characteristics of a Super Tall Building Based on Numerical Simulation
  • The Best Position to Determine the Hinge in the Cantilever Bridge
  • The Connection Form of the Beam and Column in Prefabricated Concrete Structure
  • A Refined Theory of Moderately Thick Plates According to Exposition of the Classical Technical Theories, Theoretical Aspects
  • Analysis on Bearing Wall with Opening Transfer Beams Subjected to Vertical Loads
  • Analysis on the Seismic Performance of RC Frame Beam-Column Joints Strengthened by Sprayed FRP
  • ANSYS-Based Study in the New Composite Beam for Effective Flange Width
  • Research of the Influence of Snow Load Distribution Factor on Mechanical Performance of Portal Frame
  • Study on the Structural Dynamic Characteristics of Sand Washing Tower Based on ANSYS
  • Study the Structure of the Vibration Characteristics of Sand Washing Water Tower Based on ANSYS
  • The Finite Elements for Design of Frame of Thin-Walled Beams
  • The Influence of Slab on Yield Mechanism of RC Frame Structure
  • The Research of Box Beam Warping Displacement Function
  • The Research of Gantry Crane Girder Damage Problem by Modal Analysis Method
  • Research on Dynamic Characteristics and Response of Double-Tower Connected Structures
  • Numerical Study on the Static Response of Grouting-Sleeve Reinforcement-Connection Component with Different Sleeve-Rib Space
  • Seismic Response of Ductile Cast Iron Buried Pipeline with Socket Joint
  • Free Vibration of Shallow-Spherical Shell
  • The Temperature Stress Analysis and Design of Changge Stadium Body Structure
  • Thermal Responses of a Thin Plate under Periodic Heat Flux Oscillation
  • Parametric Modeling and Stability Analysis of Temporary Grandstand
  • Study on the Static Performance of Sand Washing Tower Based on ANSYS
  • Numerical Modeling Research of Rectangle Pipe-Jacking Construction
  • Mechanical Plate-Shell Structure Vibration Analysis Based on ANSYS
  • Numerical Analysis and Calculation of Internal Forces of Steel Box Continuous Girder Bridge Construction Process
  • Nonlinear Numerical Analysis of Transfer Column in SRC-RC Hybrid Structure
  • An Improved Method of Bridge Finite Element Model Update by Stepwise Regression
  • Cracking Simulative Analysis of Reinforced Concrete Columns with ANSYS Software
  • Limit Analyisis of Frame Structure Based on the Elastic Modulus Reduction Method
  • Space Stability Analysis of Inclined Thin-Walled Steel Box Ribs
  • Elasto-Plastic Mechanical Behavior of Steel Box Stub Column under Cyclic Uniaxial Tensile and Compressive Load
  • Reasonable Strength Criterion Research of High Arch Dam Based on Brittle Failure Constitutive Relation
  • Analysis and Experimental Study on Mechanical Performance of the Extruded Forming Channel Type Embedded Part
  • Semi Empirical Equation for Peak Shears Strength of Rectangular Reinforced Concrete Walls with Aspect Ratio Less or Equal to One
  • Chapter 2: Monitoring and Control of Structures
  • About Test Methods of Corrosion State of Reinforced Concrete Structures
  • Analysis on the Nondestructive Testing Method of Concrete Strength
  • Analysis to Causes of Concrete Transfer Crossbeam Cracks in the Basement
  • Autoexcitation-Based Accelerometer Array for Interface Separation Detection of Concrete-Filled Steel Tubular Arch Bridge
  • Coupled Vibration Control of Tuned Mass Damper in Both Horizontal and Torsional Direction
  • Cracking Analysis and Reinforcement Method for a Thin-Wall Plain-Concrete Pier
  • Design and Experiment of the Frictional Sensor for Underground Structure Monitoring
  • Impact on Ultrasonic Level Test Method of Concrete Crack Depth
  • Research for Structural Damage Identification Method Based on Stable Time Series and Principal Component Analysis
  • Research on Recognition Methods of Crack Damage from Beam Based on the Vibration Modal
  • Structural Damage Detection Based on Ridge Estimation Method
  • Study on Damage Identification of Simple Beam Bridge Based on the First-Order Curvature Mode Ratio
  • Study on Strain Transfer of Substrate Encapsulation FBG Strain Sensor
  • The Defect Diagnose Method of Piles with Lateral Excitation Based Wavelet Transform
  • The Defect Diagnosing Method of Existing Bridges Based on Acceleration Responses
  • Accuracy Enhancement of Videogrammetrey for Structural Dynamic Displacement Measurement with Adaptive Filtering
  • Optimal Wavelet Basis Selection for Wavelet Denoising of Structural Vibration Signal
  • Health Monitoring System Design of Coastal High-Piled Wharf
  • Optimal Sensor Placement Based on Tabu Search Algorithms
  • Structural Damage Identification Based on Dynamic Analysis of the Scale Model
  • Application Study on GPS Positioning Technology for Gravity Wharf Deformation Monitoring
  • Grid Structure Damage Location Base on Cross-Correlation Function
  • Ultrasonic Cleaning Device with Adjustable Power for Submerged Structure
  • A Two Step Damage Prognosis Method for Beam-Like Truss Structures
  • Damage Identification of the Arch Bridge Based on the Difference of Deflection with Moving Load
  • Optimization Study of Stepwise Regression and Partial Least Squares Regression Models for Dam Security Monitoring
  • Experimental Research of Rebound Detection in Steel Fiber Concrete
  • Study on Probabilistic Identification Method of Structural Physical Parameter Based on Bayesian Estimation
  • Study on Self Judgment of Location Lave Speed of Acoustic Emission on Concrete Members
  • Study on Structural Damage Detection Using RBF Network
  • The Establishment of Ultrasonic-Rebound Curve in Steel Fiber Concrete
  • The Monitoring Method for Crack Damage of Concrete Structures Based on Piezoceramics Transducers
  • A Bridge Health Monitoring System Based on Wireless Smart Aggregates
  • A Study on Steel Fiber Influence to Rebar Corrosion in Concrete
  • Acoustic Emission in Protected and Non-Protected Concrete During the First 24 Hours
  • Application of Frequency Ratio in Structural Damage Detection
  • Construction Monitoring Method of Gui Dan Intercity Bridge in Guang Zhou
  • Integration, Application and Analysis of the SHM System for Continuous Rigid Frame Bridge
  • Application of Health Monitoring Technology in Steel Structure Engineering of Jinan Olympic Sports Center
  • Estimation of Overall Reliability for Zero-Failure Batch Production Monitoring Instrument Based on E-Bayes Method
  • Health Monitoring Technology in Steel Structure Engineering of Jinan Grand Theatre Concert Hall
  • Non-Structural Cracking Analysis of Early Age of Basement Structure Based on Field Monitoring
  • Parameter Identification for Underground Powerhouse of Pumped-Storage Power Station Based on ARMA Time-Series Model
  • Safety Control and Site Monitoring on High Formwork Support System of Fastener-Style Steel Pipe
  • Study on Damage Identification of Simply Supported-Beam Based on Modal Strain Energy Method
  • Wind Tunnel Test of Tall Buildings with Irregularities of Elevation
  • Research on the Application of Information Technology in the Dynamic Monitoring of Masonry Structure
  • Vertical Deformation Prediction Method for Bridges Based on Grey System-BP Neural Network Model
  • Crack Identification of Plane Frames Based on Wavelet Transform of Rotation Modes
  • Damage Detection Method Based on Fractal Correlation Dimension for Steel Truss Structure
  • Damage of Basement and Foundation under Low-Temperature Environment and its Analysis
  • Crack Control Technology for Concrete of Super-Large Section Precast Immersed Tube
  • Vibration Test of Hangzhou East Railway Station under Pedestrian Load
  • Experimental Study on Behavior of the Channel-Masonry-Concrete Composite Structures
  • Identification and Treatment Suggestion of a Building Safety
  • Reinforced Grouting Material Member Force Performance Research
  • Experimental Study on Reinforcement of Failure Reinforced Concrete Beams
  • Experimental Study of CFRP Reinforced Concrete Beams
  • Finite Element Analysis of the Influence of Weld Size on the Combined Connection with Bolts and Welds
  • Investigation Study of Damaged Factors of Brick Structure Buildings in ZhengZhou
  • Research Progress and Overview of Pile Foundation Model Test
  • Application of Digital Speckle Correlation Method in Observation of Conrete Micro-Crack Damage
  • Study on Influence of Freeze-Thaw for Chlorion Penetration
  • To Explore the Causes and Prevention of Cracks in Brick Masonry
  • Cable Corrosion Analysis and Damage Monitoring
  • Strain Measuring Techniques of the Geogrid
  • Dynamic Characteristics Test and Analysis of Long-Span Cantilevered Floor Systems in Shenyang Culture & Art Center
  • Chapter 3: Structural Rehabilitation, Retrofitting and Strengthening
  • Experimental Study on Fatigue Stiffness of RC Beams Strengthened with CFL under Variable Amplitude Overloading
  • Several Common Methods of the Old Bridge Reinforcement
  • Simulation Analysis on Shear Behavior of RC Beams with Near-Surface Mounted GFRP Bars
  • Strengthening Design of an Existing Old Masonry Building
  • Study on Flexural Performance of RC Beams Strengthened with Bonded Prestressed CFL
  • Study on Cracking Load of Normal Section for Concrete Beams Strengthened with BFRP Sheet
  • Study on Punching Resistance of Slab-Column Nodes Strengthened with CFRP Sheets by Nonlinear Finite Element Methods
  • Finite Element Analysis on FRP Retrofitted RC Frame Structure Progressive Collapse Performance
  • Experimental Study on Cracking Load and Ultimate Load of Masonry Walls with Window Openings Strengthened with Sprayed GFRP
  • Seismic Isolation Retrofit of an Office Building Using Friction Pendulum System
  • Study on the Calculation Method for Flexural Capacity of Pre-Stressed Concrete Hollow-Core Slabs Strengthened with CFRP
  • Application of Carbon Fiber Reinforcement Technology in Humidity Environment for Weave and Power Plant
  • Chloride Penetration and Aging Behaviors of Surface Protected Concrete with Silicone Material
  • Contrastive Analysis on Hinge Joint Reinforcement Measures of Hollow Plate and Deduction Design Parameter
  • Experimental Tests on Strengthened Masonry Vaults
  • Nonlinear Finite Element Analysis on Shear Bearing Capacity of Masonry Wall Strengthened by SGFRP
  • Seismic Evaluation and Strengthening Design for a Historic Structure
  • Experimental Study and Recommendation on Concrete Cover Thinkness of GFRP
  • Research for Project on Adding Layer of Building
  • The Application and Research of Performance-Based Fire Protection Design on Reconstruction Project
  • Experimental Method of Corrosion Fatigue Behaviors for Steel Strand under Corrosive Environment and Cycle Loading
  • Cement-Free Mortar Using Ground Granulated Blast-Furnace Slag with Different Alkali-Activators
  • Propagating and Reconstructing Cracks in 3D in Cement-Based Materials
  • Chapter 4: Reliability and Durability of Structures
  • Comparison of Monte Carlo Simulation and Response Surface Method by Using ANSYS PDS
  • Effectiveness of Amino Alcohol-Based Corrosion Inhibitor and its Influence on Concrete Properties
  • Reliability Analysis of Offshore Structures with Consideration of Seasonal and Directional Effects
  • Research for Computing the Structure Reliability Index
  • The Research on Computation of Researchers Certainty Factor of Bridge's Durability Evaluation Based on the Indeterminate AHP
  • Simulation on Composition and Mechanical Properties of Concrete
  • Analysis of Concrete Corrosion and Damage Mechanism under the Actions of Multiple Salts and Dry-Wet Cycles
  • Application of SAP2000 API and .NET Framework for Reliability Assessment of RC Structures
  • Revision for Concrete Members Crack Control Criteria Based on Durability Demand
  • Analysis about Isolation Effect for Mega Frame with Rubber Bearing
  • Effect of Different Environments on Durability of PPF Concrete
  • Influence of Splitting Load and Polypropylene Fiber on Permeability of Chloride Ion in Concrete
  • Analysis of the Implied Reliability Index and Load and Resistance Coefficients for China’s Current Highway Bridge Load-Carrying Capacity Evaluation Code
  • Experimental Study and Analysis of the Structural Behavior of Steel-Concrete Composite Beam after Shear Connector Corrosion
  • Modelling Pore Structure of Cement Based Material According to Continuous Network System
  • Non-Probabilistic Reliability and Slope Stability Analysis
  • Reliability Assessment for the Balanced Cantilever Construction Phases of Super Long-Span Cable-Stayed Bridges with Steel Box Girder
  • Seismic Fragility Analysis of Hill Buildings Sited on Slopes
  • Study on Mechanical Properties of Corroded Reinforced Concrete Using Support Vector Machines
  • The Method Research for Appraisal of Reliability of Existing Lightweight Steel Structures
  • Device for Time-Varying Mechanical Performance of Columns under Coupling Effects of Load and Environment
  • Ultimate Strength Analysis of Open Box Girders under Bending Moment and Lateral Pressure
  • Out-of-Plane Stability Analysis of Plane Tubular Trusses
  • Bending Strength Calculation without Axial Force in Case of Annular Section
  • Variational Criteria for Critical Levels of Internal Energy of a Deformable Solids
  • Analysis on Safety Assessment of Reinforced Concrete Members
  • Study on the Structure Safety Appraisal of Sluice Frame Structure on the Yellow River
  • Deformation Behavior of Corroded Steel Bar Based on Viscoelastic Theory
  • The Research on the Stability of the Steel Tube Filled with Steel-Reinforce Concrete Subjected to Axial Compression after High Temperature
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Produktdetaljer

ISBN
9783038351641
Publisert
2014-08-20
Utgiver
Trans Tech Publications Ltd; Trans Tech Publications Ltd
Vekt
3160 gr
Høyde
240 mm
Bredde
170 mm
Dybde
86 mm
Aldersnivå
P, 06
Språk
Product language
Engelsk
Format
Product format
Heftet
Antall sider
1726