LEADER 10830nam 22004573 450 001 9910878058403321 005 20240728090244.0 010 $a981-9753-11-2 035 $a(MiAaPQ)EBC31569722 035 $a(Au-PeEL)EBL31569722 035 $a(CKB)33428428500041 035 $a(EXLCZ)9933428428500041 100 $a20240728d2024 uy 0 101 0 $aeng 135 $aurcnu|||||||| 181 $ctxt$2rdacontent 182 $cc$2rdamedia 183 $acr$2rdacarrier 200 10$aProceedings of 6th International Conference on Civil Engineering and Architecture, Vol. 1 $eProceedings of ICCEA 2023 205 $a1st ed. 210 1$aSingapore :$cSpringer Singapore Pte. Limited,$d2024. 210 4$d©2024. 215 $a1 online resource (451 pages) 225 1 $aLecture Notes in Civil Engineering Series ;$vv.530 311 $a981-9753-10-4 327 $aIntro -- Preface -- Committees -- Contents -- Development of a Management System for Digital Construction of Non-standardized Units Design -- 1 Background -- 2 Research Methodology -- 2.1 Analysis of Previous Studies -- 2.2 Conclusion and Discussion of Previous Studies -- 3 Our Developed Digital Construction Management System -- 3.1 Method of Our Developed Management System -- 3.2 Practical Application of the Developed Management System -- 4 Discussion and Conclusion -- 4.1 Discussion -- 4.2 Conclusion -- References -- A Framework of Decision Support System from BIM to Digital Twin Aiming Zero Energy Buildings -- 1 Introduction -- 2 Methodology -- 3 Results -- 3.1 Zero Energy Building Strategies and Parameters -- 3.2 BIM and Building Energy Efficiency -- 3.3 Generative Design on Building Energy Efficiency -- 3.4 Digital Twin in Building Sector and Building Energy Efficiency -- 4 Discussion -- 5 Future Studies -- References -- Application of External Wall Insulation Materials for Residential Buildings in Hot Summer and Cold Winter Area Under Intermittent Operation of Radiant Air Conditioning -- 1 Introduction -- 2 Methods -- 2.1 Physical Models -- 2.2 System Operating Parameters and Exterior Wall Thermal Performance -- 2.3 System Operating Parameters and Exterior Wall Thermal Performance -- 3 Results and Analysis -- 3.1 Effect on Indoor Air Temperature -- 3.2 Effect on Thermal Response Time -- 3.3 Effect on Annual Heat and Cold Load -- 3.4 Comprehensive Evaluation -- 4 Conclusion -- References -- Domoflex: "Structural System for Emergency Shelters with Bamboo Slats in Bending Active, on the Northern Coast of Peru" -- 1 Introduction -- 2 Method -- 2.1 Study Area -- 2.2 Natural Resources -- 3 Results -- 3.1 First Stage - Testing and Creation of the Structural System -- 3.2 Second Stage - Prototypes -- 4 Discussion -- 5 Conclusions -- References. 327 $aThe Role of Materials in the Design of Extensions for Historic Buildings: Use of Glass -- 1 Introduction -- 2 Refunctioning -- 3 Glass and Its Use in Architecture -- 4 Use of Glass in Extensions -- 5 Results -- 6 Conclusion -- References -- Application of Deep Generative Models in the Design of Buildings and Structures -- 1 Introduction -- 2 Research Methods and Materials -- 3 Image Editing -- 3.1 MidJourney -- 3.2 Dall-E 2 -- 3.3 Stable Diffusion -- 4 Working with Text Information -- 5 Developing a VBA Program with ChatGPT -- 6 Conclusion -- References -- The Impact of Different Shapes in Knockdown Construction Interlocking Systems on the Flexural Strength of Longitudinal Half-Lap Wooden Joints with Tongue-and-Groove -- 1 Introduction -- 2 Literature Review -- 2.1 Longitudinal Half-Lap Joint and Tongue-and-Groove Joint -- 2.2 Knockdown Construction and Interlocking System -- 2.3 Physical Properties of Wood -- 2.4 Computation of MoR and MoE Values -- 3 Methods -- 3.1 Preparation -- 3.2 Physical Testing of Wood Samples -- 3.3 Wood Uniformity Testing -- 3.4 Wooden Joint -- 3.5 Mechanical Testing -- 3.6 Analysis of the Effect of Interlocking Form -- 4 Results and Discussion -- 4.1 Physical Properties Testing of Woods -- 4.2 Mechanical Testing of Woods -- 5 Conclusion and Suggestion -- References -- Effect of Layer Thickness in Buckling of Sandwich Plates Subjected to Different Types of In-Plane Loadings -- 1 Introduction -- 2 Material and Methods -- 2.1 In-Plane Loadings -- 2.2 Boundary Conditions -- 2.3 Finite Element Software -- 3 Results and Discussion -- 3.1 Effect of In-Plane Loadings -- 3.2 Effect of Boundary Conditions -- 4 Conclusions -- References -- Employing Virtual Reality for Evaluating Infrastructure Conditions -- 1 Introduction -- 2 Methodology -- 3 Results and Discussion -- 3.1 Current Practice of Site Assessments. 327 $a3.2 Condition Assessment Review -- 3.3 Current Practice of Site Assessments -- 4 Conclusion and Recommendations -- References -- An Experimental Study on Intermissive Fatigue Behaviors of Fiber Cement Beams Based on Viscoelastic Model -- 1 Introduction -- 2 Theoretical Background -- 2.1 The Creep Characteristics of Zener Model -- 2.2 Bending Vibration of the Beam -- 2.3 Vibrational Response of the Beam -- 3 Exemplary Results -- 3.1 Experimental Model -- 3.2 Load Scenarios -- 3.3 Results -- 4 Conclusion -- References -- Parametric Study and Design Formulae for the Tensile Strength of the Doubler-Plate Reinforced Square Hollow Section T-joints -- 1 Introduction -- 2 Summary of the Experimental Test and Finite Element Model -- 2.1 Test Set up -- 2.2 Finite Element Model and Verification -- 3 Parametric Study and Design Formulae -- 3.1 Parametric Study Strategy -- 3.2 Discussion -- 3.3 Design Formulae -- 4 Conclusions -- References -- In-Plane Bending Behavior of Single-Layer Glass Beams in Frameless Glass Structure -- 1 Introduction -- 2 Structure Art Ideology and Patterns of Frameless Glass Structure Configuration -- 2.1 Lap-panels and Crossing-panels -- 2.2 Triple-Connecting -- 2.3 Unite of Pyramid -- 3 Practical Design Approach -- 4 Experimental Approach -- 4.1 Design and Fabrication of the Experimental Setup -- 4.2 Specimens -- 5 Experimental Results -- 5.1 Load-Strain Curve -- 5.2 Displacement Curve -- 6 Numerical Analysis -- 7 Conclusion -- References -- Detecting Damage on Beam-Like Structures Based on Damage Index of Static Displacement -- 1 Introduction -- 2 Theory -- 2.1 Deflection Equation of Beam -- 3 Tested Model -- 3.1 Survey Subjects -- 3.2 Experimental Model -- 3.3 Numerical Model -- 4 Results and Discussion -- 5 Conclusion -- References. 327 $aThe Spatial Variability of Random Fill Shear Strength Based on In-Situ Large Scale Direct Shear Test in the Kuwil Kawangkoan Dam Construction -- 1 Introduction -- 2 Kuwil Kawangkoan Dam -- 3 Random Material Use in a Dam -- 4 Shear Strength of Random Material Based on Mohr-Coulomb Approach -- 5 In-Situ Large-Scale Direct Shear Test in Kuwil Kawangkoan Dam -- 6 Test Outcome and Discussion -- 7 Summary and Conclusion -- References -- Innovative Design and Structural Behavior of UHPC Composite Cap Foundation Under Ultimate Limit State -- 1 Introduction -- 2 Structural Information and Concept Development -- 2.1 Basic Information -- 3 Finite Element Model -- 3.1 Analysis Model -- 3.2 Analysis Model -- 3.3 Loading -- 4 Structural Analysis Under Ultimate Limit State -- 4.1 Stress of USIP Formwork Concrete -- 4.2 Stress of Core Concrete -- 4.3 Stress of Reinforcement in Core Concrete -- 5 Conclusions -- References -- Smart Structure Technology for Resilient Building and Infrastructures Against Natural Hazards: Past Experiences, Opportunities, and Challenges -- 1 Smart Structure Technology -- 1.1 Brief Historical Developments -- 1.2 Control System Principles -- 2 Past Experiences -- 2.1 Previous Research Topics in Control Systems -- 2.2 Application of Control Systems in Civil Structures -- 3 Opportunities and Challenges -- 3.1 Opportunities for Smart Structure Application -- 3.2 Implementation Challenges -- References -- Research and Application of the New Type of High Formwork Support Combination System -- 1 Introduction -- 2 Floor-Deck and ?-shaped Ground Trackless Sliding Formwork System -- 2.1 Design of Floor Bearing Plate -- 2.2 Design of Back-Shaped Formwork Support System -- 2.3 Checking Conclusion -- 2.4 Design of Trackless Ground Slip System -- 3 Application -- 3.1 Modification of Design Document -- 3.2 Application Process of Combined Formwork Support. 327 $a3.3 Technical Essential -- 4 Application Effect Evaluation -- 4.1 Security of the System -- 4.2 Due to the Reduction of the Amount of Construction Work the Goals Are Achieved. -- 5 Conclusion -- 5.1 A New Type of High Formwork System is Studied and Applied, Which is More Suitable for Large Space Structure Construction -- 5.2 The Application of Technology Greatly Reduces the Amount of Formwork Materials and Manual Consumption is Worth Promoting -- References -- A Framework for Integrated Multi-level Information Modelling and Numerical Analysis of Corrosion-Damaged RC Bridges -- 1 Introduction -- 2 Methodology -- 2.1 Overall Concept -- 2.2 Parametric Multi-level Information and Numerical Modelling -- 2.3 Structural Element and Material Parameters -- 2.4 Damage Parameters -- 2.5 FE Damage Models -- 2.6 Integrated Multi-level Information and Numerical Model -- 3 Example -- 4 Conclusions -- 5 Future Perspective -- References -- Local Damage Evolution Analysis of the Interface Between Prefabricated UHPC Element and Cast-In-Place Concrete -- 1 Introduction -- 2 Finite Element Model -- 2.1 Analysis Model -- 2.2 Material -- 2.3 Loading and Boundary Conditions -- 3 Results and Analysis -- 3.1 Evolution of Local Compression and Tension Damage -- 3.2 Mises Stress Results -- 4 Conclusions -- References -- Experimental Study on Failure Mode of RC Beam Strengthened with Smart Alloy -- 1 Introduction -- 2 Materials and Methods -- 2.1 Experimental Setup -- 3 Result -- 3.1 Load-Deflection -- 3.2 Failure Mode and Cracking Patterns -- 3.3 Load-Strain Results -- 4 Discussions -- 5 Conclusions -- References -- Comparative Analysis of Reinforcement Quantities for Reinforced Concrete Structures Under Crack Control -- 1 Introduction -- 2 Project Overview -- 3 Comparative Analysis -- 3.1 National Standard Calculations -- 3.2 Water Transportation Works. 327 $a3.3 Power Engineering Calculations. 410 0$aLecture Notes in Civil Engineering Series 700 $aKang$b Thomas$01642895 701 $aLee$b Youngjin$01749427 801 0$bMiAaPQ 801 1$bMiAaPQ 801 2$bMiAaPQ 906 $aBOOK 912 $a9910878058403321 996 $aProceedings of 6th International Conference on Civil Engineering and Architecture, Vol. 1$94201789 997 $aUNINA