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Record Nr. |
UNINA9910874668903321 |
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Autore |
Kang Thomas |
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Titolo |
Proceedings of 6th International Conference on Civil Engineering and Architecture, Vol. 2 : Proceedings of ICCEA 2023 |
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Pubbl/distr/stampa |
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Singapore : , : Springer, , 2024 |
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©2024 |
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ISBN |
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9789819753154 |
9789819753147 |
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Edizione |
[1st ed.] |
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Descrizione fisica |
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1 online resource (0 pages) |
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Collana |
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Lecture Notes in Civil Engineering Series ; ; v.531 |
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Altri autori (Persone) |
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Lingua di pubblicazione |
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Formato |
Materiale a stampa |
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Livello bibliografico |
Monografia |
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Nota di contenuto |
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Intro -- Preface -- Committees -- Contents -- Organizational Structure of Participatory Planning in Urban Regeneration: Cases from Shanghai, China -- 1 Introduction -- 2 Literature Review -- 2.1 Organizational Structure in Participatory Planning -- 2.2 Participatory Planning in Shanghai, China -- 3 Methodology -- 3.1 Case Selection -- 3.2 Data Collection and Analysis -- 4 Findings -- 4.1 Spatial Type and Phasing of Participation -- 4.2 Implementation Process -- 5 Discussion -- 5.1 Key Implementer - Subdistrict Office of the State -- 5.2 Novel Ways of Collaboration -- 5.3 Communication Platform -- 6 Conclusion -- References -- Adaptive Drainage Decompression System Mitigates Liquefaction Uplift of Underground Utility Tunnels -- 1 Introduction -- 2 Numerical Modelling -- 2.1 Introduction to the Model -- 2.2 Soil Constitutive Model and Material Parameters -- 2.3 Input Earthquake Motion and Meshing -- 2.4 Procedure for Numerical Analysis -- 3 Comparison and Discussion of Results -- 3.1 Excess Pore Water Pressure -- 3.2 Deformation of the Soil -- 3.3 Uplift of the Structure -- 4 Conclusions -- References -- A New Research on Campus Renewal Design Strategy from the Perspective of "Campus - City Symbiosis" -- 1 Introduction -- 2 Literature Review -- 3 Method -- 4 Practice -- 4.1 Object -- 4.2 Structural Stratification -- 4.3 Optimize the Scale -- 4.4 Traffic Combing -- 4.5 Function Sharing -- 4.6 Boundary Penetration -- 4.7 Mechanism Innovation -- 5 Results |
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and Conclusion -- References -- Study on Detour Degree of Underground Nodal Spaces in Cold Cities Based on Spatial Barrier Model Theory -- 1 Research Overview -- 1.1 Background of the Study -- 1.2 Research Objective -- 2 Calculation of Underground Space Detour Degree Based on Spatial Barrier Model -- 2.1 Basic Concepts of Detour Degree -- 2.2 Basic Concepts of Spatial Barrier Model. |
2.3 Derivation of a Formula for Calculating Detour Degree in Underground Space Based on a Spatial Barrier Model -- 3 Application of Detour Degree Calculation for Underground Nodal Spaces in Cold Cities -- 3.1 Classification of Underground Nodal Space -- 3.2 Field Study of Underground Nodal Spaces and Calculation of Mean Value of Detour Degree -- 4 Conclusions of the Study -- References -- Investigation of Cracking Potential Using Dewatered Sludge as Landfill Liner -- 1 Introduction -- 2 Material and Methods -- 3 Result and Discussion -- 3.1 Swelling Bentonite Test -- 3.2 Standard Proctor Test -- 3.3 Permeability Test -- 3.4 Desiccation (Wetting-Drying Cycle) -- 4 Conclusions -- References -- Behaviors of Assembly Gravity Expansion Foundation for Onshore Wind Turbines Under Extreme Load Conditions -- 1 Introduction -- 2 Concepts and Performance Analysis -- 2.1 Basic Concepts of Onshore Wind Turbine -- 2.2 Assembled Solution for Gravity Extended Foundation -- 3 Performance Analysis of the Assembly Solution -- 3.1 Finite Element Model -- 4 Results and Analysis -- 4.1 Stability Analysis -- 4.2 Carrying Capacity Results and Analysis -- References -- Flexure Behavior of Prestressed RC Modula for Onshore Wind Tower Foundation -- 1 Introduction -- 2 Flexural Capacity Analysis of Section with Key Tooth Dry Joint -- 2.1 Section Analysis -- 2.2 FEM Analysis -- 3 Results Analysis -- 4 Conclusions -- References -- Research on New Technology of Elastic Cushion Layer for Static Load Testing of Composite Foundations -- 1 Introduction -- 2 Field Static Load Test Scheme for Elastic Cushion Layer -- 2.1 On-Site Test Scheme -- 2.2 Field Static Load Test -- 3 Analysis of Static Load Test on Composite Foundation -- 3.1 Analysis of Typical Flexible Pile (Cement Mixed Pile) -- 3.2 Analysis of Typical Semi-rigid Pile (CFG Pile) Test. |
3.3 Analysis and Conclusion of On-Site Test Scheme -- 4 Conclusion -- References -- Behaviors Analysis of High Performance Composite Bearing Cap Made by UHPC Permanent Form for Offshore Wind Tower Foundation -- 1 Introduction -- 2 Basic Information and FEA Model -- 2.1 Basic Information of High Performance Composite Bearing Cap -- 2.2 Finite Element Analysis Model -- 3 Results and Analysis -- 3.1 Serviceability Limit State (SLS) -- 3.2 Failure Mode of the Concrete Cap -- 4 Conclusions -- References -- Shear Behavior Solution of the Shear Keyed Joints for Onshore Wind Foundation -- 1 Introduction -- 2 Research Progress of the Joints Behaviors -- 2.1 Experimental Tests of Dry Joints -- 2.2 Analytical Method of Dry Joints -- 3 Joints' Shear Capacity Under Small Confining Stress -- 3.1 Slippage Failure Mode -- 3.2 Shear Failure Mode -- 3.3 Shear Capacity in the Ultimate State -- 3.4 Test Parameters -- 3.5 Comparison of Finite Element Analysis Results -- 4 Conclusions -- References -- Seismic Retrofitting of Tied Arch Bridge with Friction Pendulum Isolation Bearings -- 1 Introduction -- 2 Bridge Conditions After the 2018 Palu Earthquake -- 3 Bridge Description and Finite Element Models -- 3.1 Bridge Descriptions -- 3.2 FEM Models -- 4 Isolation System Analysis Procedure -- 5 Analysis Results and Discussions -- 5.1 Bridge Response of Displacement and Acceleration -- 5.2 Base Shear, Internal Forces, D/C Ration and Hysteretic Curve, and Isolator Displacement -- 5.3 Plastic Hinges Formation and Seismic Performance -- 6 Conclusions -- References -- Analysis of Earthquake-Resistant Behavior in Buildings |
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with the Implementation of the Metal Structural System of Rigid Perimeter Grid -- 1 Introduction -- 2 Methodology -- 3 Results -- 3.1 Presentation of Results -- 3.2 Analysis of Results -- 4 Conclusions and Recommendations -- References. |
Design Methodology for the Mechanical Performance of the Prefabricated Expansion RC Foundation of Onshore Wind Turbines -- 1 Introduction -- 2 Overall Stability Checking -- 2.1 Foundation Bearing Capacity and Foundation Void Rate -- 2.2 Maximum Vertical Displacement and Rotation Angle -- 2.3 Anti-overturning and Anti-slip -- 3 Circumferential Bending Moment of Splicing Joint -- 3.1 S3 Load Level -- 3.2 Ultimate Limit State -- 4 Shear Behaviour of Foundation Section -- 4.1 Cast-in-Place Integral Foundation -- 4.2 Maximum Shear Force of Assembly Foundation Joints -- 5 Shear Capacity and Structural Requirements of Splicing Joint -- 5.1 Shear Capacity Requirements -- 5.2 Programmed Checking Method -- 6 Conclusions -- References -- Seismic Retrofit of Shear Wall Medium-Rise RC Building with Buckling-Restrained Braces -- 1 Introduction -- 2 Seismic Retrofit Design Concept for BRBs -- 3 Numerical Model -- 4 Analysis Results -- 5 Conclusions -- References -- Analysis of Fire Source Development Characteristics and Perception Parameters in Highway Tunnel -- 1 Introduction -- 1.1 Characteristics of Fire in Highway Tunnels -- 2 Characteristics and Parameter Expression of Fire in Highway Tunnels -- 2.1 Parametric Expression of Fire in Highway Tunnels -- 3 Effective Perceptual Parameters Determination for Fire in Highway Tunnels -- 4 Conclusion -- References -- The Effect of Corroded Offshore Pipeline Under Combine Loads: Bending and Burst Pressure Using FEA -- 1 Introduction -- 2 Research Methodology -- 2.1 Numerical Analysis -- 2.2 Sensitivity Analysis -- 3 Results and Discussion -- 3.1 Residual Strength -- 3.2 Stress Behavior -- 3.3 Validation -- 4 Conclusion -- 5 Recommended Future Studies -- References -- Dynamic Analysis of Double Track Simply Supported Railway Bridge Under High-Speed Trains -- 1 Introduction. |
2 Dynamic Analysis for High-Speed Railway Bridges -- 2.1 Fundamental Design Approach -- 2.2 Parameter Considering the Design of High-Speed Railway Bridges -- 3 Case Study and Parameters -- 3.1 Bridge Properties -- 3.2 Bridge Modeling and Train Loading -- 4 Dynamic Analysis Results -- 4.1 Accelerations -- 4.2 Deflections and Moments -- 4.3 Dynamic Amplification Factors (DAF) -- 5 Conclusions -- References -- Behaviour of Layered Composite Fiber-Reinforced Polymers for Rehabilitation Subsea Pipes -- 1 Introduction -- 2 Literature Background -- 3 Methodology -- 3.1 Finite Element Modelling -- 3.2 Output Analysis -- 4 Result and Discussion -- 5 Conclusions -- 6 Future Recommended Research -- References -- A Bibliometric Analysis on Studies Related to the Mechanical Behavior of Corroded Pipelines -- 1 Introduction -- 2 Methodology -- 3 Results and Discussion -- 3.1 Publication Trend Analysis -- 3.2 Analysis by Country and Institution -- 3.3 Authorship Analysis -- 3.4 Co-authorship Analysis -- 3.5 Keyword Analysis -- 3.6 Analysis of the 10 Most Cited Publications -- 4 Conclusions -- References -- Design of Reinforced Earth Railway Embankment for Rapid Loading System at Coal Handling Plant -- 1 Introduction -- 1.1 Problem Statement -- 1.2 Objective and Methodology -- 2 Experimental Study -- 2.1 Work Plan -- 2.2 Results -- 3 Numerical Modeling -- 3.1 Analysis of Unreinforced Embankment -- 3.2 Analysis of Embankment Reinforced with Geocells -- 3.3 Analysis of Embankment Reinforced with Geocells and Side Slope Anchors -- 4 Conclusions and Recommendations -- References -- Numerical Sensitivity Analysis of Corroded Subsea Pipes Patched with GFRP -- 1 |
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Introduction -- 2 Brief of Literature Review -- 3 Methodology -- 3.1 Sensitivity Analysis and FEM -- 4 Results and Discussion -- 4.1 Pilot Finite Element (FE) Model -- 4.2 Variability in Burst Pressure across Wraps. |
5 Novelty and Future Works. |
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