Proceedings of the 8th International Conference on Civil Engineering.
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Superior document: | Lecture Notes in Civil Engineering Series ; v.213 |
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Place / Publishing House: | Singapore : : Springer Singapore Pte. Limited,, 2022. ©2022. |
Year of Publication: | 2022 |
Edition: | 1st ed. |
Language: | English |
Series: | Lecture Notes in Civil Engineering Series
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Physical Description: | 1 online resource (564 pages) |
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Feng, Guangliang. Proceedings of the 8th International Conference on Civil Engineering. 1st ed. Singapore : Springer Singapore Pte. Limited, 2022. ©2022. 1 online resource (564 pages) text txt rdacontent computer c rdamedia online resource cr rdacarrier Lecture Notes in Civil Engineering Series ; v.213 Intro -- Preface -- Organizations -- Conference Committee -- Chairs -- Members (Alphabet Sequence) -- Scientific Committee -- Chair -- Members (Alphabet Sequence) -- Publication Committee -- Chair -- Members (Alphabet Sequence) -- Contents -- Particle Morphology Effect on the Soil Pore Structure -- 1 Introduction -- 2 Methodologies -- 2.1 Sedimentation Method -- 2.2 Analytical Method -- 2.3 Numerical Method -- 2.4 Experimental and Imaging Techniques -- 3 Experiments Using Replica Technique -- 4 Result and Discussion -- 5 Conclusion -- References -- Improvement Measures for Structure System Conversions Caused by Utilising SPMTs to Lift Trusses -- 1 Introduction -- 2 Methodology -- 2.1 Problem Description -- 2.2 Design Variables -- 2.3 Methods for Improvement -- 3 Results -- 4 Conclusions -- References -- Evaluation the Level of Service of Signalized Intersection: Al-Amreia Intersection as a Case Study -- 1 Introduction -- 2 Previous Studies -- 3 Objectives of the Study -- 4 Study Area -- 5 Methodology -- 6 Data Collection -- 6.1 Traffic Volumes -- 6.2 Saturation Flow Rate -- 6.3 Existing Geometric Design -- 7 Analysis and Results -- 7.1 Peak Hour Volumes -- 7.2 Peak Hour Factor (PHF) -- 7.3 Existing LOS -- 8 Proposals Design Alternative -- 8.1 First Proposal: Change the Cycle Length and Green Time for All Approaches -- 8.2 Second Proposal: Increase Number of Lanes -- 8.3 Third Proposal: Underground from East Bound Towards West Bound -- 8.4 Fourth Proposal: Fly Over from North Bound Towards South Bound -- 9 Analysis of Forecasted Traffic Data -- 10 Conclusions -- References -- An Algorithm to Obtain Moment-Curvature Diagram for Reinforced Concrete Sections -- 1 Introduction -- 2 Stress-Strain Models for Confined Concrete -- 2.1 Mander, Priestly, Park 1988 -- 2.2 Kent and Park Model -- 3 Calculation of Moment and Curvature -- 4 KSU-RC Software. 5 Result and Discussion -- 6 Conclusion -- References -- Assessment of the Influence of TH Port's Breakwater on the Hydrodynamic Regime in Cua Lo and Cua Hoi Estuaries, Nghe an Province, Vietnam -- 1 Introduction -- 2 Study Area and Methodology -- 2.1 Description of Study Area -- 2.2 Methodology -- 3 Results and Discussion -- 3.1 Hydrodynamic Features -- 3.2 Wave Field -- 4 Conclusions -- References -- Effects of Hole Locations on the Elastic Global Buckling Loads of Cold-Formed Steel Channel Members with Perforations Under Compression or Bending -- 1 Introduction -- 2 Finite Element Models for Buckling Analyses -- 3 Effects of Symmetrical and Evenly Spaced Web Holes on the Elastic Global Buckling Loads of Cold-Formed Steel Channel Members -- 4 Effects of Web Hole Locations on the Elastic Global Buckling Loads of Perforated Channel Members -- 5 Conclusion -- References -- Effect of Bridge Skew on the Analytical and Experimental Responses of a Steel Girder Highway Bridge -- 1 Introduction -- 2 Bridge Description -- 3 Load Rating -- 3.1 Analytical Load Rating -- 3.2 Experimental Load Rating -- 3.3 Comparison of Analytical and Experimental Load Ratings -- 4 Natural Frequency -- 4.1 Analytical Natural Frequency -- 4.2 Experimental Natural Frequency -- 4.3 Comparison of Analytical and Experimental Natural Frequencies -- 5 Conclusions and Future Recommendations -- References -- Investigation of Sectional Capacities of Cold-Formed Steel SupaCee Sections -- 1 Introduction -- 2 Summarize the Investigated Capacities of SupaCee Section Members -- 3 Determination of Sectional Capacities of Cold-Formed Steel Section Using the Direct Strength Method -- 4 Comparisons of Sectional Capacities Between the Channel and SupaCee Sections -- 5 Conclusion -- References -- Preliminary Regression Study on Air Quality Inside a Road Tunnel: A Case Study in Vietnam. 1 Introduction -- 2 Tunnel and Meteorology Description -- 3 Linear Regression Study -- 3.1 Total Suspended Particles -- 3.2 Airborne Lead -- 3.3 Volatile Organic Compounds -- 3.4 Discussions -- 4 Conclusions -- References -- Experimental Study of Reinforced Concrete Beams Strengthened with CFRP -- 1 Introduction -- 2 Experimental Design -- 2.1 Specimen Design and Fabrication -- 2.2 Loading Scheme -- 3 Experimental Results and Analysis -- 3.1 Characteristic Load Analysis -- 3.2 Deflection and Rigidity Analysis -- 4 Conclusion -- References -- The Influence of Different Excavation Methods on Deep Foundation Pit and Surrounding Environment -- 1 Introduction -- 2 Introduction to Numerical Simulation Method -- 3 Project Overview and Geological Conditions -- 4 Numerical Model of Deep Foundation Pit Excavation -- 4.1 Numerical Model Dimensions of Deep Foundation Pit -- 4.2 Pile Anchor Support Structure and Surrounding -- 4.3 Basic Assumptions, Boundary Conditions and Material Parameters -- 4.4 Calculation Conditions -- 5 Impact of Different Excavation Methods on Deep Foundation Pit and Surrounding Environment -- 5.1 Effect of Deep Foundation Pit Excavation on Deep Foundation Pit Deformation -- 5.2 Impact of Deep Foundation Pit Excavation on Buildings and Surrounding Surface -- 5.3 Influence of Deep Foundation Pit Excavation on Tunnel and Surface -- 6 Conclusion -- References -- Study on Critical Shaft Length in Underground Metro Tunnel with One End to Outside -- 1 Introduction -- 2 Critical Shaft Length -- 3 FDS Numerical Simulation -- 3.1 Validation of FDS Numerical Simulation -- 3.2 Grid Independence Test -- 3.3 FDS Simulation Scheme -- 4 Analysis of Simulation Results -- 4.1 Influence of Fire Source Location -- 4.2 Effect of Fire Source on Heat Release Rate -- 4.3 Theoretical Model of Critical Shaft Length -- 5 Conclusion -- References. Research on the Influence of Transverse Limit of Support on Construction Monitoring of Special-Shaped Bridge -- 1 Introduction -- 2 Project Summary -- 3 Finite Element Analysis Model -- 4 Construction Monitoring Content -- 4.1 The Linear Monitoring -- 4.2 Stress Monitoring -- 4.3 Cable Force Monitoring -- 5 Construction Monitoring Results -- 5.1 Linear Monitoring Results -- 5.2 Stress Monitoring Results -- 5.3 Cable Force Monitoring Results -- 6 Conclusion -- References -- Probabilistic Analysis of a Braced Excavation Considering Soil Spatial Variability -- 1 Introduction -- 2 Methods -- 2.1 Numerical Model of Braced Excavation with Struts -- 2.2 Random Field -- 3 Results and Discussions -- 3.1 Deterministic Results -- 3.2 Uncertainty of Braced Excavation by Stages -- 4 Conclusions -- References -- Influence of Excavation of Horizontal Adit Tunnel on Main Tunnel and Safety Analysis -- 1 Introduction -- 2 Project Overview -- 2.1 Geological Conditions -- 2.2 Tunnel Overview -- 3 Numerical Simulation -- 3.1 Model Establishment -- 3.2 Model Calculation Parameters -- 4 Analysis of Calculation Results -- 4.1 Analysis of Surrounding Rock Deformation -- 4.2 Stress Analysis of Lining -- 4.3 Calculation of Safety Factor -- 5 Conclusion -- References -- Application of Composite Foundation with Long-Short CFG Piles in Engineering Accident Treatment -- 1 Introduction -- 2 Project Overview -- 3 Reinforcement Scheme Design -- 4 Composite Foundation Construction -- 5 Reinforcement Effect and Evaluation of Composite Foundation -- 5.1 Composite Foundation Inspection -- 5.2 Building Settlement Monitoring -- 6 Conclusion -- References -- Research on Improvement Calculation Method of Design Thrust of Anti Slide Pile -- 1 Introduction -- 2 Pile-Soil Interaction of Anti-slide Pile -- 3 Transmission Coefficients Method. 3.1 The Assumption of Transmission Coefficients Method -- 3.2 Overload Method and Strength Reserve Method to Calculate the Remaining Sliding Force Calculation Formula -- 3.3 Derivation of the Residual Anti-sliding Force Calculation Formulae by the Overload Method and the Strength Reserve Method -- 4 Improved Calculation Method of Anti-slide Pile Thrust -- 5 Case Study -- 6 Conclusion -- References -- Treatment of Leakage Disease of a Deep Foundation Pit -- 1 Introduction -- 2 Project Overview -- 3 Geological and Hydrological Profile -- 3.1 Geological Conditions -- 3.2 Hydrological Overview -- 4 Foundation Pit Support Design -- 5 Leakage of Foundation Pit -- 6 Cause Analysis of Leakage Disease -- 7 Construction Measures for Treatment of Leakage Disease -- 7.1 Treatment of the Position Outside the Foundation Pit Corresponding to the Water Leakage Point -- 7.2 Treatment of the Inner Side of the Foundation Pit Corresponding to the Leakage Point -- 7.3 Treatment of Underground Cavity Location -- 8 Construction Technology -- 8.1 Watertight and Polyurethane -- 8.2 Hanging Net and Spraying Wall -- 8.3 Double-Liquid Grouting -- 9 Conclusion -- References -- Vibration-Based Damage Joint Identification Method for Superstructure and Substructure of Piles-Supported Frame Structure -- 1 Introduction -- 2 The Description of the Proposed Damage Identification Method -- 2.1 Damage Identification Process -- 2.2 High-Efficiency Modes Determinations -- 2.3 Element Modal Strain Energy and Strain Energy Difference Functions Calculation -- 2.4 Wavelet Transform Analysis -- 2.5 Damage Identification Index -- 3 Damage Identification Numerical Simulation -- 3.1 Numerical Modeling of Piles-Supported Frame Structure Test Model -- 3.2 Damage Identification Numerical Simulation Cases -- 3.3 Modal Analysis and High-Efficiency Modes Selection. 4 Results and Analysis of the Damage Identification Numerical Simulation. Description based on publisher supplied metadata and other sources. Electronic reproduction. Ann Arbor, Michigan : ProQuest Ebook Central, 2024. Available via World Wide Web. Access may be limited to ProQuest Ebook Central affiliated libraries. Electronic books. Print version: Feng, Guangliang Proceedings of the 8th International Conference on Civil Engineering Singapore : Springer Singapore Pte. Limited,c2022 9789811912597 ProQuest (Firm) Lecture Notes in Civil Engineering Series https://ebookcentral.proquest.com/lib/oeawat/detail.action?docID=6951957 Click to View |
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Feng, Guangliang. |
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Feng, Guangliang. Proceedings of the 8th International Conference on Civil Engineering. Lecture Notes in Civil Engineering Series ; Intro -- Preface -- Organizations -- Conference Committee -- Chairs -- Members (Alphabet Sequence) -- Scientific Committee -- Chair -- Members (Alphabet Sequence) -- Publication Committee -- Chair -- Members (Alphabet Sequence) -- Contents -- Particle Morphology Effect on the Soil Pore Structure -- 1 Introduction -- 2 Methodologies -- 2.1 Sedimentation Method -- 2.2 Analytical Method -- 2.3 Numerical Method -- 2.4 Experimental and Imaging Techniques -- 3 Experiments Using Replica Technique -- 4 Result and Discussion -- 5 Conclusion -- References -- Improvement Measures for Structure System Conversions Caused by Utilising SPMTs to Lift Trusses -- 1 Introduction -- 2 Methodology -- 2.1 Problem Description -- 2.2 Design Variables -- 2.3 Methods for Improvement -- 3 Results -- 4 Conclusions -- References -- Evaluation the Level of Service of Signalized Intersection: Al-Amreia Intersection as a Case Study -- 1 Introduction -- 2 Previous Studies -- 3 Objectives of the Study -- 4 Study Area -- 5 Methodology -- 6 Data Collection -- 6.1 Traffic Volumes -- 6.2 Saturation Flow Rate -- 6.3 Existing Geometric Design -- 7 Analysis and Results -- 7.1 Peak Hour Volumes -- 7.2 Peak Hour Factor (PHF) -- 7.3 Existing LOS -- 8 Proposals Design Alternative -- 8.1 First Proposal: Change the Cycle Length and Green Time for All Approaches -- 8.2 Second Proposal: Increase Number of Lanes -- 8.3 Third Proposal: Underground from East Bound Towards West Bound -- 8.4 Fourth Proposal: Fly Over from North Bound Towards South Bound -- 9 Analysis of Forecasted Traffic Data -- 10 Conclusions -- References -- An Algorithm to Obtain Moment-Curvature Diagram for Reinforced Concrete Sections -- 1 Introduction -- 2 Stress-Strain Models for Confined Concrete -- 2.1 Mander, Priestly, Park 1988 -- 2.2 Kent and Park Model -- 3 Calculation of Moment and Curvature -- 4 KSU-RC Software. 5 Result and Discussion -- 6 Conclusion -- References -- Assessment of the Influence of TH Port's Breakwater on the Hydrodynamic Regime in Cua Lo and Cua Hoi Estuaries, Nghe an Province, Vietnam -- 1 Introduction -- 2 Study Area and Methodology -- 2.1 Description of Study Area -- 2.2 Methodology -- 3 Results and Discussion -- 3.1 Hydrodynamic Features -- 3.2 Wave Field -- 4 Conclusions -- References -- Effects of Hole Locations on the Elastic Global Buckling Loads of Cold-Formed Steel Channel Members with Perforations Under Compression or Bending -- 1 Introduction -- 2 Finite Element Models for Buckling Analyses -- 3 Effects of Symmetrical and Evenly Spaced Web Holes on the Elastic Global Buckling Loads of Cold-Formed Steel Channel Members -- 4 Effects of Web Hole Locations on the Elastic Global Buckling Loads of Perforated Channel Members -- 5 Conclusion -- References -- Effect of Bridge Skew on the Analytical and Experimental Responses of a Steel Girder Highway Bridge -- 1 Introduction -- 2 Bridge Description -- 3 Load Rating -- 3.1 Analytical Load Rating -- 3.2 Experimental Load Rating -- 3.3 Comparison of Analytical and Experimental Load Ratings -- 4 Natural Frequency -- 4.1 Analytical Natural Frequency -- 4.2 Experimental Natural Frequency -- 4.3 Comparison of Analytical and Experimental Natural Frequencies -- 5 Conclusions and Future Recommendations -- References -- Investigation of Sectional Capacities of Cold-Formed Steel SupaCee Sections -- 1 Introduction -- 2 Summarize the Investigated Capacities of SupaCee Section Members -- 3 Determination of Sectional Capacities of Cold-Formed Steel Section Using the Direct Strength Method -- 4 Comparisons of Sectional Capacities Between the Channel and SupaCee Sections -- 5 Conclusion -- References -- Preliminary Regression Study on Air Quality Inside a Road Tunnel: A Case Study in Vietnam. 1 Introduction -- 2 Tunnel and Meteorology Description -- 3 Linear Regression Study -- 3.1 Total Suspended Particles -- 3.2 Airborne Lead -- 3.3 Volatile Organic Compounds -- 3.4 Discussions -- 4 Conclusions -- References -- Experimental Study of Reinforced Concrete Beams Strengthened with CFRP -- 1 Introduction -- 2 Experimental Design -- 2.1 Specimen Design and Fabrication -- 2.2 Loading Scheme -- 3 Experimental Results and Analysis -- 3.1 Characteristic Load Analysis -- 3.2 Deflection and Rigidity Analysis -- 4 Conclusion -- References -- The Influence of Different Excavation Methods on Deep Foundation Pit and Surrounding Environment -- 1 Introduction -- 2 Introduction to Numerical Simulation Method -- 3 Project Overview and Geological Conditions -- 4 Numerical Model of Deep Foundation Pit Excavation -- 4.1 Numerical Model Dimensions of Deep Foundation Pit -- 4.2 Pile Anchor Support Structure and Surrounding -- 4.3 Basic Assumptions, Boundary Conditions and Material Parameters -- 4.4 Calculation Conditions -- 5 Impact of Different Excavation Methods on Deep Foundation Pit and Surrounding Environment -- 5.1 Effect of Deep Foundation Pit Excavation on Deep Foundation Pit Deformation -- 5.2 Impact of Deep Foundation Pit Excavation on Buildings and Surrounding Surface -- 5.3 Influence of Deep Foundation Pit Excavation on Tunnel and Surface -- 6 Conclusion -- References -- Study on Critical Shaft Length in Underground Metro Tunnel with One End to Outside -- 1 Introduction -- 2 Critical Shaft Length -- 3 FDS Numerical Simulation -- 3.1 Validation of FDS Numerical Simulation -- 3.2 Grid Independence Test -- 3.3 FDS Simulation Scheme -- 4 Analysis of Simulation Results -- 4.1 Influence of Fire Source Location -- 4.2 Effect of Fire Source on Heat Release Rate -- 4.3 Theoretical Model of Critical Shaft Length -- 5 Conclusion -- References. Research on the Influence of Transverse Limit of Support on Construction Monitoring of Special-Shaped Bridge -- 1 Introduction -- 2 Project Summary -- 3 Finite Element Analysis Model -- 4 Construction Monitoring Content -- 4.1 The Linear Monitoring -- 4.2 Stress Monitoring -- 4.3 Cable Force Monitoring -- 5 Construction Monitoring Results -- 5.1 Linear Monitoring Results -- 5.2 Stress Monitoring Results -- 5.3 Cable Force Monitoring Results -- 6 Conclusion -- References -- Probabilistic Analysis of a Braced Excavation Considering Soil Spatial Variability -- 1 Introduction -- 2 Methods -- 2.1 Numerical Model of Braced Excavation with Struts -- 2.2 Random Field -- 3 Results and Discussions -- 3.1 Deterministic Results -- 3.2 Uncertainty of Braced Excavation by Stages -- 4 Conclusions -- References -- Influence of Excavation of Horizontal Adit Tunnel on Main Tunnel and Safety Analysis -- 1 Introduction -- 2 Project Overview -- 2.1 Geological Conditions -- 2.2 Tunnel Overview -- 3 Numerical Simulation -- 3.1 Model Establishment -- 3.2 Model Calculation Parameters -- 4 Analysis of Calculation Results -- 4.1 Analysis of Surrounding Rock Deformation -- 4.2 Stress Analysis of Lining -- 4.3 Calculation of Safety Factor -- 5 Conclusion -- References -- Application of Composite Foundation with Long-Short CFG Piles in Engineering Accident Treatment -- 1 Introduction -- 2 Project Overview -- 3 Reinforcement Scheme Design -- 4 Composite Foundation Construction -- 5 Reinforcement Effect and Evaluation of Composite Foundation -- 5.1 Composite Foundation Inspection -- 5.2 Building Settlement Monitoring -- 6 Conclusion -- References -- Research on Improvement Calculation Method of Design Thrust of Anti Slide Pile -- 1 Introduction -- 2 Pile-Soil Interaction of Anti-slide Pile -- 3 Transmission Coefficients Method. 3.1 The Assumption of Transmission Coefficients Method -- 3.2 Overload Method and Strength Reserve Method to Calculate the Remaining Sliding Force Calculation Formula -- 3.3 Derivation of the Residual Anti-sliding Force Calculation Formulae by the Overload Method and the Strength Reserve Method -- 4 Improved Calculation Method of Anti-slide Pile Thrust -- 5 Case Study -- 6 Conclusion -- References -- Treatment of Leakage Disease of a Deep Foundation Pit -- 1 Introduction -- 2 Project Overview -- 3 Geological and Hydrological Profile -- 3.1 Geological Conditions -- 3.2 Hydrological Overview -- 4 Foundation Pit Support Design -- 5 Leakage of Foundation Pit -- 6 Cause Analysis of Leakage Disease -- 7 Construction Measures for Treatment of Leakage Disease -- 7.1 Treatment of the Position Outside the Foundation Pit Corresponding to the Water Leakage Point -- 7.2 Treatment of the Inner Side of the Foundation Pit Corresponding to the Leakage Point -- 7.3 Treatment of Underground Cavity Location -- 8 Construction Technology -- 8.1 Watertight and Polyurethane -- 8.2 Hanging Net and Spraying Wall -- 8.3 Double-Liquid Grouting -- 9 Conclusion -- References -- Vibration-Based Damage Joint Identification Method for Superstructure and Substructure of Piles-Supported Frame Structure -- 1 Introduction -- 2 The Description of the Proposed Damage Identification Method -- 2.1 Damage Identification Process -- 2.2 High-Efficiency Modes Determinations -- 2.3 Element Modal Strain Energy and Strain Energy Difference Functions Calculation -- 2.4 Wavelet Transform Analysis -- 2.5 Damage Identification Index -- 3 Damage Identification Numerical Simulation -- 3.1 Numerical Modeling of Piles-Supported Frame Structure Test Model -- 3.2 Damage Identification Numerical Simulation Cases -- 3.3 Modal Analysis and High-Efficiency Modes Selection. 4 Results and Analysis of the Damage Identification Numerical Simulation. |
author_facet |
Feng, Guangliang. |
author_variant |
g f gf |
author_sort |
Feng, Guangliang. |
title |
Proceedings of the 8th International Conference on Civil Engineering. |
title_full |
Proceedings of the 8th International Conference on Civil Engineering. |
title_fullStr |
Proceedings of the 8th International Conference on Civil Engineering. |
title_full_unstemmed |
Proceedings of the 8th International Conference on Civil Engineering. |
title_auth |
Proceedings of the 8th International Conference on Civil Engineering. |
title_new |
Proceedings of the 8th International Conference on Civil Engineering. |
title_sort |
proceedings of the 8th international conference on civil engineering. |
series |
Lecture Notes in Civil Engineering Series ; |
series2 |
Lecture Notes in Civil Engineering Series ; |
publisher |
Springer Singapore Pte. Limited, |
publishDate |
2022 |
physical |
1 online resource (564 pages) |
edition |
1st ed. |
contents |
Intro -- Preface -- Organizations -- Conference Committee -- Chairs -- Members (Alphabet Sequence) -- Scientific Committee -- Chair -- Members (Alphabet Sequence) -- Publication Committee -- Chair -- Members (Alphabet Sequence) -- Contents -- Particle Morphology Effect on the Soil Pore Structure -- 1 Introduction -- 2 Methodologies -- 2.1 Sedimentation Method -- 2.2 Analytical Method -- 2.3 Numerical Method -- 2.4 Experimental and Imaging Techniques -- 3 Experiments Using Replica Technique -- 4 Result and Discussion -- 5 Conclusion -- References -- Improvement Measures for Structure System Conversions Caused by Utilising SPMTs to Lift Trusses -- 1 Introduction -- 2 Methodology -- 2.1 Problem Description -- 2.2 Design Variables -- 2.3 Methods for Improvement -- 3 Results -- 4 Conclusions -- References -- Evaluation the Level of Service of Signalized Intersection: Al-Amreia Intersection as a Case Study -- 1 Introduction -- 2 Previous Studies -- 3 Objectives of the Study -- 4 Study Area -- 5 Methodology -- 6 Data Collection -- 6.1 Traffic Volumes -- 6.2 Saturation Flow Rate -- 6.3 Existing Geometric Design -- 7 Analysis and Results -- 7.1 Peak Hour Volumes -- 7.2 Peak Hour Factor (PHF) -- 7.3 Existing LOS -- 8 Proposals Design Alternative -- 8.1 First Proposal: Change the Cycle Length and Green Time for All Approaches -- 8.2 Second Proposal: Increase Number of Lanes -- 8.3 Third Proposal: Underground from East Bound Towards West Bound -- 8.4 Fourth Proposal: Fly Over from North Bound Towards South Bound -- 9 Analysis of Forecasted Traffic Data -- 10 Conclusions -- References -- An Algorithm to Obtain Moment-Curvature Diagram for Reinforced Concrete Sections -- 1 Introduction -- 2 Stress-Strain Models for Confined Concrete -- 2.1 Mander, Priestly, Park 1988 -- 2.2 Kent and Park Model -- 3 Calculation of Moment and Curvature -- 4 KSU-RC Software. 5 Result and Discussion -- 6 Conclusion -- References -- Assessment of the Influence of TH Port's Breakwater on the Hydrodynamic Regime in Cua Lo and Cua Hoi Estuaries, Nghe an Province, Vietnam -- 1 Introduction -- 2 Study Area and Methodology -- 2.1 Description of Study Area -- 2.2 Methodology -- 3 Results and Discussion -- 3.1 Hydrodynamic Features -- 3.2 Wave Field -- 4 Conclusions -- References -- Effects of Hole Locations on the Elastic Global Buckling Loads of Cold-Formed Steel Channel Members with Perforations Under Compression or Bending -- 1 Introduction -- 2 Finite Element Models for Buckling Analyses -- 3 Effects of Symmetrical and Evenly Spaced Web Holes on the Elastic Global Buckling Loads of Cold-Formed Steel Channel Members -- 4 Effects of Web Hole Locations on the Elastic Global Buckling Loads of Perforated Channel Members -- 5 Conclusion -- References -- Effect of Bridge Skew on the Analytical and Experimental Responses of a Steel Girder Highway Bridge -- 1 Introduction -- 2 Bridge Description -- 3 Load Rating -- 3.1 Analytical Load Rating -- 3.2 Experimental Load Rating -- 3.3 Comparison of Analytical and Experimental Load Ratings -- 4 Natural Frequency -- 4.1 Analytical Natural Frequency -- 4.2 Experimental Natural Frequency -- 4.3 Comparison of Analytical and Experimental Natural Frequencies -- 5 Conclusions and Future Recommendations -- References -- Investigation of Sectional Capacities of Cold-Formed Steel SupaCee Sections -- 1 Introduction -- 2 Summarize the Investigated Capacities of SupaCee Section Members -- 3 Determination of Sectional Capacities of Cold-Formed Steel Section Using the Direct Strength Method -- 4 Comparisons of Sectional Capacities Between the Channel and SupaCee Sections -- 5 Conclusion -- References -- Preliminary Regression Study on Air Quality Inside a Road Tunnel: A Case Study in Vietnam. 1 Introduction -- 2 Tunnel and Meteorology Description -- 3 Linear Regression Study -- 3.1 Total Suspended Particles -- 3.2 Airborne Lead -- 3.3 Volatile Organic Compounds -- 3.4 Discussions -- 4 Conclusions -- References -- Experimental Study of Reinforced Concrete Beams Strengthened with CFRP -- 1 Introduction -- 2 Experimental Design -- 2.1 Specimen Design and Fabrication -- 2.2 Loading Scheme -- 3 Experimental Results and Analysis -- 3.1 Characteristic Load Analysis -- 3.2 Deflection and Rigidity Analysis -- 4 Conclusion -- References -- The Influence of Different Excavation Methods on Deep Foundation Pit and Surrounding Environment -- 1 Introduction -- 2 Introduction to Numerical Simulation Method -- 3 Project Overview and Geological Conditions -- 4 Numerical Model of Deep Foundation Pit Excavation -- 4.1 Numerical Model Dimensions of Deep Foundation Pit -- 4.2 Pile Anchor Support Structure and Surrounding -- 4.3 Basic Assumptions, Boundary Conditions and Material Parameters -- 4.4 Calculation Conditions -- 5 Impact of Different Excavation Methods on Deep Foundation Pit and Surrounding Environment -- 5.1 Effect of Deep Foundation Pit Excavation on Deep Foundation Pit Deformation -- 5.2 Impact of Deep Foundation Pit Excavation on Buildings and Surrounding Surface -- 5.3 Influence of Deep Foundation Pit Excavation on Tunnel and Surface -- 6 Conclusion -- References -- Study on Critical Shaft Length in Underground Metro Tunnel with One End to Outside -- 1 Introduction -- 2 Critical Shaft Length -- 3 FDS Numerical Simulation -- 3.1 Validation of FDS Numerical Simulation -- 3.2 Grid Independence Test -- 3.3 FDS Simulation Scheme -- 4 Analysis of Simulation Results -- 4.1 Influence of Fire Source Location -- 4.2 Effect of Fire Source on Heat Release Rate -- 4.3 Theoretical Model of Critical Shaft Length -- 5 Conclusion -- References. Research on the Influence of Transverse Limit of Support on Construction Monitoring of Special-Shaped Bridge -- 1 Introduction -- 2 Project Summary -- 3 Finite Element Analysis Model -- 4 Construction Monitoring Content -- 4.1 The Linear Monitoring -- 4.2 Stress Monitoring -- 4.3 Cable Force Monitoring -- 5 Construction Monitoring Results -- 5.1 Linear Monitoring Results -- 5.2 Stress Monitoring Results -- 5.3 Cable Force Monitoring Results -- 6 Conclusion -- References -- Probabilistic Analysis of a Braced Excavation Considering Soil Spatial Variability -- 1 Introduction -- 2 Methods -- 2.1 Numerical Model of Braced Excavation with Struts -- 2.2 Random Field -- 3 Results and Discussions -- 3.1 Deterministic Results -- 3.2 Uncertainty of Braced Excavation by Stages -- 4 Conclusions -- References -- Influence of Excavation of Horizontal Adit Tunnel on Main Tunnel and Safety Analysis -- 1 Introduction -- 2 Project Overview -- 2.1 Geological Conditions -- 2.2 Tunnel Overview -- 3 Numerical Simulation -- 3.1 Model Establishment -- 3.2 Model Calculation Parameters -- 4 Analysis of Calculation Results -- 4.1 Analysis of Surrounding Rock Deformation -- 4.2 Stress Analysis of Lining -- 4.3 Calculation of Safety Factor -- 5 Conclusion -- References -- Application of Composite Foundation with Long-Short CFG Piles in Engineering Accident Treatment -- 1 Introduction -- 2 Project Overview -- 3 Reinforcement Scheme Design -- 4 Composite Foundation Construction -- 5 Reinforcement Effect and Evaluation of Composite Foundation -- 5.1 Composite Foundation Inspection -- 5.2 Building Settlement Monitoring -- 6 Conclusion -- References -- Research on Improvement Calculation Method of Design Thrust of Anti Slide Pile -- 1 Introduction -- 2 Pile-Soil Interaction of Anti-slide Pile -- 3 Transmission Coefficients Method. 3.1 The Assumption of Transmission Coefficients Method -- 3.2 Overload Method and Strength Reserve Method to Calculate the Remaining Sliding Force Calculation Formula -- 3.3 Derivation of the Residual Anti-sliding Force Calculation Formulae by the Overload Method and the Strength Reserve Method -- 4 Improved Calculation Method of Anti-slide Pile Thrust -- 5 Case Study -- 6 Conclusion -- References -- Treatment of Leakage Disease of a Deep Foundation Pit -- 1 Introduction -- 2 Project Overview -- 3 Geological and Hydrological Profile -- 3.1 Geological Conditions -- 3.2 Hydrological Overview -- 4 Foundation Pit Support Design -- 5 Leakage of Foundation Pit -- 6 Cause Analysis of Leakage Disease -- 7 Construction Measures for Treatment of Leakage Disease -- 7.1 Treatment of the Position Outside the Foundation Pit Corresponding to the Water Leakage Point -- 7.2 Treatment of the Inner Side of the Foundation Pit Corresponding to the Leakage Point -- 7.3 Treatment of Underground Cavity Location -- 8 Construction Technology -- 8.1 Watertight and Polyurethane -- 8.2 Hanging Net and Spraying Wall -- 8.3 Double-Liquid Grouting -- 9 Conclusion -- References -- Vibration-Based Damage Joint Identification Method for Superstructure and Substructure of Piles-Supported Frame Structure -- 1 Introduction -- 2 The Description of the Proposed Damage Identification Method -- 2.1 Damage Identification Process -- 2.2 High-Efficiency Modes Determinations -- 2.3 Element Modal Strain Energy and Strain Energy Difference Functions Calculation -- 2.4 Wavelet Transform Analysis -- 2.5 Damage Identification Index -- 3 Damage Identification Numerical Simulation -- 3.1 Numerical Modeling of Piles-Supported Frame Structure Test Model -- 3.2 Damage Identification Numerical Simulation Cases -- 3.3 Modal Analysis and High-Efficiency Modes Selection. 4 Results and Analysis of the Damage Identification Numerical Simulation. |
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9789811912603 9789811912597 |
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Electronic books. |
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Electronic books. |
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<?xml version="1.0" encoding="UTF-8"?><collection xmlns="http://www.loc.gov/MARC21/slim"><record><leader>12049nam a22004573i 4500</leader><controlfield tag="001">5006951957</controlfield><controlfield tag="003">MiAaPQ</controlfield><controlfield tag="005">20240229073845.0</controlfield><controlfield tag="006">m o d | </controlfield><controlfield tag="007">cr cnu||||||||</controlfield><controlfield tag="008">240229s2022 xx o ||||0 eng d</controlfield><datafield tag="020" ind1=" " ind2=" "><subfield code="a">9789811912603</subfield><subfield code="q">(electronic bk.)</subfield></datafield><datafield tag="020" ind1=" " ind2=" "><subfield code="z">9789811912597</subfield></datafield><datafield tag="035" ind1=" " ind2=" "><subfield code="a">(MiAaPQ)5006951957</subfield></datafield><datafield tag="035" ind1=" " ind2=" "><subfield code="a">(Au-PeEL)EBL6951957</subfield></datafield><datafield tag="035" ind1=" " ind2=" "><subfield code="a">(OCoLC)1311413722</subfield></datafield><datafield tag="040" ind1=" " ind2=" "><subfield code="a">MiAaPQ</subfield><subfield code="b">eng</subfield><subfield code="e">rda</subfield><subfield code="e">pn</subfield><subfield code="c">MiAaPQ</subfield><subfield code="d">MiAaPQ</subfield></datafield><datafield tag="050" ind1=" " ind2="4"><subfield code="a">TA1-2040</subfield></datafield><datafield tag="100" ind1="1" ind2=" "><subfield code="a">Feng, Guangliang.</subfield></datafield><datafield tag="245" ind1="1" ind2="0"><subfield code="a">Proceedings of the 8th International Conference on Civil Engineering.</subfield></datafield><datafield tag="250" ind1=" " ind2=" "><subfield code="a">1st ed.</subfield></datafield><datafield tag="264" ind1=" " ind2="1"><subfield code="a">Singapore :</subfield><subfield code="b">Springer Singapore Pte. Limited,</subfield><subfield code="c">2022.</subfield></datafield><datafield tag="264" ind1=" " ind2="4"><subfield code="c">©2022.</subfield></datafield><datafield tag="300" ind1=" " ind2=" "><subfield code="a">1 online resource (564 pages)</subfield></datafield><datafield tag="336" ind1=" " ind2=" "><subfield code="a">text</subfield><subfield code="b">txt</subfield><subfield code="2">rdacontent</subfield></datafield><datafield tag="337" ind1=" " ind2=" "><subfield code="a">computer</subfield><subfield code="b">c</subfield><subfield code="2">rdamedia</subfield></datafield><datafield tag="338" ind1=" " ind2=" "><subfield code="a">online resource</subfield><subfield code="b">cr</subfield><subfield code="2">rdacarrier</subfield></datafield><datafield tag="490" ind1="1" ind2=" "><subfield code="a">Lecture Notes in Civil Engineering Series ;</subfield><subfield code="v">v.213</subfield></datafield><datafield tag="505" ind1="0" ind2=" "><subfield code="a">Intro -- Preface -- Organizations -- Conference Committee -- Chairs -- Members (Alphabet Sequence) -- Scientific Committee -- Chair -- Members (Alphabet Sequence) -- Publication Committee -- Chair -- Members (Alphabet Sequence) -- Contents -- Particle Morphology Effect on the Soil Pore Structure -- 1 Introduction -- 2 Methodologies -- 2.1 Sedimentation Method -- 2.2 Analytical Method -- 2.3 Numerical Method -- 2.4 Experimental and Imaging Techniques -- 3 Experiments Using Replica Technique -- 4 Result and Discussion -- 5 Conclusion -- References -- Improvement Measures for Structure System Conversions Caused by Utilising SPMTs to Lift Trusses -- 1 Introduction -- 2 Methodology -- 2.1 Problem Description -- 2.2 Design Variables -- 2.3 Methods for Improvement -- 3 Results -- 4 Conclusions -- References -- Evaluation the Level of Service of Signalized Intersection: Al-Amreia Intersection as a Case Study -- 1 Introduction -- 2 Previous Studies -- 3 Objectives of the Study -- 4 Study Area -- 5 Methodology -- 6 Data Collection -- 6.1 Traffic Volumes -- 6.2 Saturation Flow Rate -- 6.3 Existing Geometric Design -- 7 Analysis and Results -- 7.1 Peak Hour Volumes -- 7.2 Peak Hour Factor (PHF) -- 7.3 Existing LOS -- 8 Proposals Design Alternative -- 8.1 First Proposal: Change the Cycle Length and Green Time for All Approaches -- 8.2 Second Proposal: Increase Number of Lanes -- 8.3 Third Proposal: Underground from East Bound Towards West Bound -- 8.4 Fourth Proposal: Fly Over from North Bound Towards South Bound -- 9 Analysis of Forecasted Traffic Data -- 10 Conclusions -- References -- An Algorithm to Obtain Moment-Curvature Diagram for Reinforced Concrete Sections -- 1 Introduction -- 2 Stress-Strain Models for Confined Concrete -- 2.1 Mander, Priestly, Park 1988 -- 2.2 Kent and Park Model -- 3 Calculation of Moment and Curvature -- 4 KSU-RC Software.</subfield></datafield><datafield tag="505" ind1="8" ind2=" "><subfield code="a">5 Result and Discussion -- 6 Conclusion -- References -- Assessment of the Influence of TH Port's Breakwater on the Hydrodynamic Regime in Cua Lo and Cua Hoi Estuaries, Nghe an Province, Vietnam -- 1 Introduction -- 2 Study Area and Methodology -- 2.1 Description of Study Area -- 2.2 Methodology -- 3 Results and Discussion -- 3.1 Hydrodynamic Features -- 3.2 Wave Field -- 4 Conclusions -- References -- Effects of Hole Locations on the Elastic Global Buckling Loads of Cold-Formed Steel Channel Members with Perforations Under Compression or Bending -- 1 Introduction -- 2 Finite Element Models for Buckling Analyses -- 3 Effects of Symmetrical and Evenly Spaced Web Holes on the Elastic Global Buckling Loads of Cold-Formed Steel Channel Members -- 4 Effects of Web Hole Locations on the Elastic Global Buckling Loads of Perforated Channel Members -- 5 Conclusion -- References -- Effect of Bridge Skew on the Analytical and Experimental Responses of a Steel Girder Highway Bridge -- 1 Introduction -- 2 Bridge Description -- 3 Load Rating -- 3.1 Analytical Load Rating -- 3.2 Experimental Load Rating -- 3.3 Comparison of Analytical and Experimental Load Ratings -- 4 Natural Frequency -- 4.1 Analytical Natural Frequency -- 4.2 Experimental Natural Frequency -- 4.3 Comparison of Analytical and Experimental Natural Frequencies -- 5 Conclusions and Future Recommendations -- References -- Investigation of Sectional Capacities of Cold-Formed Steel SupaCee Sections -- 1 Introduction -- 2 Summarize the Investigated Capacities of SupaCee Section Members -- 3 Determination of Sectional Capacities of Cold-Formed Steel Section Using the Direct Strength Method -- 4 Comparisons of Sectional Capacities Between the Channel and SupaCee Sections -- 5 Conclusion -- References -- Preliminary Regression Study on Air Quality Inside a Road Tunnel: A Case Study in Vietnam.</subfield></datafield><datafield tag="505" ind1="8" ind2=" "><subfield code="a">1 Introduction -- 2 Tunnel and Meteorology Description -- 3 Linear Regression Study -- 3.1 Total Suspended Particles -- 3.2 Airborne Lead -- 3.3 Volatile Organic Compounds -- 3.4 Discussions -- 4 Conclusions -- References -- Experimental Study of Reinforced Concrete Beams Strengthened with CFRP -- 1 Introduction -- 2 Experimental Design -- 2.1 Specimen Design and Fabrication -- 2.2 Loading Scheme -- 3 Experimental Results and Analysis -- 3.1 Characteristic Load Analysis -- 3.2 Deflection and Rigidity Analysis -- 4 Conclusion -- References -- The Influence of Different Excavation Methods on Deep Foundation Pit and Surrounding Environment -- 1 Introduction -- 2 Introduction to Numerical Simulation Method -- 3 Project Overview and Geological Conditions -- 4 Numerical Model of Deep Foundation Pit Excavation -- 4.1 Numerical Model Dimensions of Deep Foundation Pit -- 4.2 Pile Anchor Support Structure and Surrounding -- 4.3 Basic Assumptions, Boundary Conditions and Material Parameters -- 4.4 Calculation Conditions -- 5 Impact of Different Excavation Methods on Deep Foundation Pit and Surrounding Environment -- 5.1 Effect of Deep Foundation Pit Excavation on Deep Foundation Pit Deformation -- 5.2 Impact of Deep Foundation Pit Excavation on Buildings and Surrounding Surface -- 5.3 Influence of Deep Foundation Pit Excavation on Tunnel and Surface -- 6 Conclusion -- References -- Study on Critical Shaft Length in Underground Metro Tunnel with One End to Outside -- 1 Introduction -- 2 Critical Shaft Length -- 3 FDS Numerical Simulation -- 3.1 Validation of FDS Numerical Simulation -- 3.2 Grid Independence Test -- 3.3 FDS Simulation Scheme -- 4 Analysis of Simulation Results -- 4.1 Influence of Fire Source Location -- 4.2 Effect of Fire Source on Heat Release Rate -- 4.3 Theoretical Model of Critical Shaft Length -- 5 Conclusion -- References.</subfield></datafield><datafield tag="505" ind1="8" ind2=" "><subfield code="a">Research on the Influence of Transverse Limit of Support on Construction Monitoring of Special-Shaped Bridge -- 1 Introduction -- 2 Project Summary -- 3 Finite Element Analysis Model -- 4 Construction Monitoring Content -- 4.1 The Linear Monitoring -- 4.2 Stress Monitoring -- 4.3 Cable Force Monitoring -- 5 Construction Monitoring Results -- 5.1 Linear Monitoring Results -- 5.2 Stress Monitoring Results -- 5.3 Cable Force Monitoring Results -- 6 Conclusion -- References -- Probabilistic Analysis of a Braced Excavation Considering Soil Spatial Variability -- 1 Introduction -- 2 Methods -- 2.1 Numerical Model of Braced Excavation with Struts -- 2.2 Random Field -- 3 Results and Discussions -- 3.1 Deterministic Results -- 3.2 Uncertainty of Braced Excavation by Stages -- 4 Conclusions -- References -- Influence of Excavation of Horizontal Adit Tunnel on Main Tunnel and Safety Analysis -- 1 Introduction -- 2 Project Overview -- 2.1 Geological Conditions -- 2.2 Tunnel Overview -- 3 Numerical Simulation -- 3.1 Model Establishment -- 3.2 Model Calculation Parameters -- 4 Analysis of Calculation Results -- 4.1 Analysis of Surrounding Rock Deformation -- 4.2 Stress Analysis of Lining -- 4.3 Calculation of Safety Factor -- 5 Conclusion -- References -- Application of Composite Foundation with Long-Short CFG Piles in Engineering Accident Treatment -- 1 Introduction -- 2 Project Overview -- 3 Reinforcement Scheme Design -- 4 Composite Foundation Construction -- 5 Reinforcement Effect and Evaluation of Composite Foundation -- 5.1 Composite Foundation Inspection -- 5.2 Building Settlement Monitoring -- 6 Conclusion -- References -- Research on Improvement Calculation Method of Design Thrust of Anti Slide Pile -- 1 Introduction -- 2 Pile-Soil Interaction of Anti-slide Pile -- 3 Transmission Coefficients Method.</subfield></datafield><datafield tag="505" ind1="8" ind2=" "><subfield code="a">3.1 The Assumption of Transmission Coefficients Method -- 3.2 Overload Method and Strength Reserve Method to Calculate the Remaining Sliding Force Calculation Formula -- 3.3 Derivation of the Residual Anti-sliding Force Calculation Formulae by the Overload Method and the Strength Reserve Method -- 4 Improved Calculation Method of Anti-slide Pile Thrust -- 5 Case Study -- 6 Conclusion -- References -- Treatment of Leakage Disease of a Deep Foundation Pit -- 1 Introduction -- 2 Project Overview -- 3 Geological and Hydrological Profile -- 3.1 Geological Conditions -- 3.2 Hydrological Overview -- 4 Foundation Pit Support Design -- 5 Leakage of Foundation Pit -- 6 Cause Analysis of Leakage Disease -- 7 Construction Measures for Treatment of Leakage Disease -- 7.1 Treatment of the Position Outside the Foundation Pit Corresponding to the Water Leakage Point -- 7.2 Treatment of the Inner Side of the Foundation Pit Corresponding to the Leakage Point -- 7.3 Treatment of Underground Cavity Location -- 8 Construction Technology -- 8.1 Watertight and Polyurethane -- 8.2 Hanging Net and Spraying Wall -- 8.3 Double-Liquid Grouting -- 9 Conclusion -- References -- Vibration-Based Damage Joint Identification Method for Superstructure and Substructure of Piles-Supported Frame Structure -- 1 Introduction -- 2 The Description of the Proposed Damage Identification Method -- 2.1 Damage Identification Process -- 2.2 High-Efficiency Modes Determinations -- 2.3 Element Modal Strain Energy and Strain Energy Difference Functions Calculation -- 2.4 Wavelet Transform Analysis -- 2.5 Damage Identification Index -- 3 Damage Identification Numerical Simulation -- 3.1 Numerical Modeling of Piles-Supported Frame Structure Test Model -- 3.2 Damage Identification Numerical Simulation Cases -- 3.3 Modal Analysis and High-Efficiency Modes Selection.</subfield></datafield><datafield tag="505" ind1="8" ind2=" "><subfield code="a">4 Results and Analysis of the Damage Identification Numerical Simulation.</subfield></datafield><datafield tag="588" ind1=" " ind2=" "><subfield code="a">Description based on publisher supplied metadata and other sources.</subfield></datafield><datafield tag="590" ind1=" " ind2=" "><subfield code="a">Electronic reproduction. Ann Arbor, Michigan : ProQuest Ebook Central, 2024. Available via World Wide Web. Access may be limited to ProQuest Ebook Central affiliated libraries. </subfield></datafield><datafield tag="655" ind1=" " ind2="4"><subfield code="a">Electronic books.</subfield></datafield><datafield tag="776" ind1="0" ind2="8"><subfield code="i">Print version:</subfield><subfield code="a">Feng, Guangliang</subfield><subfield code="t">Proceedings of the 8th International Conference on Civil Engineering</subfield><subfield code="d">Singapore : Springer Singapore Pte. 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