Proceedings of 6th International Conference on Civil Engineering and Architecture, Vol. 2

Name: Proceedings of 6th International Conference on Civil Engineering and Architecture, Vol. 2 | Proceedings of ICCEA 2023
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Proceedings of ICCEA 2023

Thomas Kang Youngjin Lee(Editor)

Springer (Publisher)

1st Edition

Published on 13. July 2024

XIV, 374 pages

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978-981-97-5315-4 (ISBN)

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Dr. Thomas Kang is a professor in the Department of Architecture and Architectural Engineering and the Interdisciplinary Program in Artificial Intelligence at Seoul National University, Korea. Prior to that, he was a professor in the School of Civil Engineering and Environmental Science at the University of Oklahoma, Norman, OK, USA. He has held various affiliated positions in the USA and Japan, including an adjunct professor at the University of Oklahoma, an adjunct professor at the University of Illinois at Urbana-Champaign, a visiting professor and lecturer at UCLA, and the lecturer at the University of Hawaii at Manoa, the University of Cape Town and the University of Tokyo. Prof. Kang received his PhD from UCLA, his MS from Michigan State University, and his BS from Seoul National University. Prof. Kang is a Fellow of Post-Tensioning Institute (PTI) and a Fellow of American Concrete Institute (ACI). Prof. Kang received the Kenneth B. Bondy Award for Most Meritorious Technical Paper as Lead Author from PTI twice in 2023 and 2012, the Wason Medal for Most Meritorious Paper as Lead Author from ACI in 2009, and the Martin P. Korn Award as a responsible author from Precast/Prestressed Concrete Institute (PCI) in 2023. Prof. Kang is an editor-in-chief for Wind and Structures and an associate editor for PTI Journal of Post-Tensioning Institute. He has chaired many sessions/symposiums of structural engineering; delivered many keynote/invited speeches; and organized international conferences/workshops as a chair. Additionally, Dr. Kang has done a lot of practice as a consulting engineer in Korea and the US, he had a working experience in California prior to joining the academia, and he was a licensed Professor Engineer (PE) in California.

Prof. Youngjin Lee is a faculty of the Boston Architectural College in Massachusetts, USA, and a co-founder and CEO at D.TO, Inc. in Massachusetts, USA, as a licensed architect with 23 plus years of experience. He received a BS (1998) in Aeronautical Engineering from Seoul National University, Korea, a BS (2000) in Architecture from the same school, and an M.Arch (2007) from School of Architecture at Yale University, U.S. Prof. Lee is a member of the American Institute of Architects (AIA), a member of Boston Society of Architects (BSA), and a member of US Green Building Council (USGBC). He is also a peer reviewer of international journals including Nexus Network Journal and Architectural Research and a research project reviewer of National Research Foundation of Korea. Prof. Lee's research stems from his experience in both academia and practice, and efforts to improve design methodology, which offers design possibilities through integrative design media and generative algorithms. He has published in many journals including Architectural Research, Journal of Asian Architecture and Building Engineering, Automation in Construction, Nexus Network Journal, and Advances in Computational Design, and presented his works at International Conference on Sustainable Building Asia 2016, AIA Conference on Architecture 2017, and ASHRAE 2017 Building Performance Analysis Conference. As a co-founder and CEO at D.TO, he is developing a BIM-integrated collaborative knowledge-sharing platform for carbon-neutral design in the AEC.

Content

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 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 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 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
6 Conclusion
References
Mitigating Hydroplaning Risk Through Real-Time Rainfall Detection and Speed Recommendations
1 Introduction
2 Literature Review
3 Methodology
3.1 Sampling and Data Collections
3.2 Data Analysis
3.3 Development of Rainy Speed Advisory System (RSAS)
4 Results and Discussion
5 Conclusion
References
Preliminary Life Cycle Assessment and Environmental Impact Evaluation of RC Bridge Deck: A Case Study in Norway
1 Introduction
2 Materials and Methods
2.1 Life Cycle Assessment Methodology
2.2 Description of Øk-Bridge
3 Results and Discussion
3.1 Life Cycle Assessment of Øk-Bridge
3.2 Comparison of Øk-Bridge Materials and Other Alternatives
4 Conclusion
References
Conceptualization of a Dynamic Model for Social Return on Investment (SROI) System of Public Academic Building Projects
1 Introduction
2 Literature Review
2.1 Causal Loop Diagrams
2.2 SROI and Theory of Change
2.3 Model Conceptualization
3 Methodology
3.1 Problem Articulation
3.2 Developing a Dynamic Hypothesis
4 Data Collection and Analyze
4.1 System Elements
4.2 System Boundaries
4.3 Time Horizon
4.4 Identifying Causal Relations
4.5 Identifying Feedback Loops
4.6 Testing the Validity
5 Discussion
6 Conclusion
References
Optimization of Time for the Revision of Norms in BIM Models of Schools, Based on Semi-automation of Rule Check
1 Introduction
2 Method
3 Results
3.1 Registration and Analysis of Information
3.2 Determination of the Conventional Check Process
3.3 Development of the New Check Process
3.4 Implementation of the New Check Process
4 Conclusion
References
The Problems of Labour Shortages in the Construction Industry in Cambodia
1 Introduction
2 Literature Review
2.1 Cause of Labor Shortage
2.2 Strategies or Solutions to Solve the Labor Shortage Problems
3 Methodology
3.1 Delphi Technique
4 Result of the Interview
4.1 Causes of Labor Shortage
4.2 Solutions of Labor Shortage
5 Data Analyst and Discussion
5.1 The Causes of Labor Shortage
5.2 Solutions or Strategies to Labor Shortage Problem
6 Conclusion
References
Modeling of Factors Affecting Worker Engagement in Construction Projects in Thailand
1 Introduction
2 Research Background
3 Research Methodology
3.1 Factor Identification and Research Hypothesis
3.2 Questionnaire Design
3.3 Validity and Reliability Tests
3.4 Data Collection
4 Results
4.1 Descriptive Result
4.2 Structural Equation Modeling
5 Conclusions
References
Stakeholders Integration to Ensure Efficiency of Life Cycle Connected Construction for Roof System Decision
1 Introduction
2 Type of Roof Structure
2.1 Supported Cone Roof
2.2 Self-supporting Cone Roof
2.3 Self-supporting Dome Roof
3 Stakeholder Decision
3.1 Function Analysis System Technique (FAST)
3.2 Life Cycle Cost of Roof System
3.3 Roof System Selection
3.4 Satisficing Options on Value Criteria
3.5 Agreement Options
4 Conclusions
References
Optimization of the Evaluation and Selection Process of Finishing Subcontractors Using the Choosing by Advantages (CBA) Method in Multi-family Housing Projects
1 Introduction
2 Methodology
3 Results
3.1 Recording and Analysis of Information
3.2 Determination of the Traditional Subcontracting Procedure
3.3 Development of the New Subcontracting Procedure
3.4 Implementation of the Proposed Procedure
4 Conclusions
References
Problems and Causes of Contractors' Claims in Thai Construction Projects
1 Construction Claim
1.1 Construction Claims Management Procedures
1.2 Causes of Claims
2 Objectives and Methodology
3 Study Finding
3.1 Construction Claim Management Procedure in Thai Contractor Companies
3.2 Causes of Claim Occur in Thai Public Construction Projects
4 Conclusions and Recommendations
References
Elements and Factors Affecting the Predictability of Fast-Track Construction Projects in UAE
1 Introduction
2 Literature Review
3 Methodology
3.1 Systematic Literature Review
3.2 Survey Design
3.3 Survey Dissemination
3.4 Data Collection
3.5 Data Validation and Quality Assurance
3.6 Data Analysis with SPSS and EXCEL
3.7 Preparation of Questionnaire
4 Results and Analysis
4.1 Respondent Profile
4.2 View of Fast-Track Project Predictability from Respondent Perspective
4.3 Fast-Track Projects and Their Perceived Incidence in the UAE, Correlation Analysis
4.4 The Effect of the Three Indices on Predictability
4.5 Data Analysis of Factors
4.6 The Top Ten Affecting Factors on Predictability Fast Track Projects
5 Conclusion
References
Integration of Design and Structure: Applying Tectonic Thinking with Bamboo in the Formative Architecture Design Studios
1 Bamboo in Formative Education in Architectural Design Studios
1.1 Introduction
1.2 Tectonic Bamboo Education (TBE) in Architecture: Why Bamboo?
2 Application of Tectonic Thinking and Bamboo in Architectural Design Studio 1
2.1 Context
2.2 Instruction and Application
2.3 Discussion
3 Conclusion
References
Community of Inquiry Practice Within Architecture Students Through Bamboo Bridges Group Works
1 Introduction
2 Relevant Literature
2.1 The Change in Architecture Pedagogy
2.2 Community of Inquiry (CoI)
2.3 Tectonic Bamboo Education
2.4 Adapted CoI Dimensions for Tectonic Bamboo Education
3 Research Methodology
3.1 Data Collection
3.2 Data Collection: Reflections
4 Results
4.1 TBE (Tectonic Bamboo Education) Ratings
4.2 Statistical Analysis of Categories
5 Discussion
5.1 Cognitive Presence, Social Presence and Teaching Presence in Tectonic Bamboo Education
5.2 Interrelationship of the Three Presences
6 Conclusion
References
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Proceedings of 6th International Conference on Civil Engineering and Architecture, Vol. 2

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