Proceedings of 6th International Conference on Civil Engineering and Architecture, Vol. 1 : Proceedings of ICCEA 2023 / edited by Thomas Kang, Youngjin Lee.

Format:

Book

Contributor:

Kang, Thomas, editor.

Lee, Youngjin, editor.

Series:

Lecture Notes in Civil Engineering, 2366-2565 ; 530

Language:

English

Subjects (All):

Civil engineering.

Buildings--Design and construction.

Buildings.

Environmental engineering.

Sustainable architecture.

Civil Engineering.

Building Construction and Design.

Environmental Civil Engineering.

Sustainable Architecture/Green Buildings.

Local Subjects:

Civil Engineering.

Building Construction and Design.

Environmental Civil Engineering.

Sustainable Architecture/Green Buildings.

Physical Description:

1 online resource (451 pages)

Edition:

1st ed. 2024.

Place of Publication:

Singapore : Springer Nature Singapore : Imprint: Springer, 2024.

Summary:

The book presents the selected and peer reviewed papers of 2023 6th International Conference on Civil Engineering and Architecture (ICCEA 2023), held in Bali Island, Indonesia on December 16-18, 2023. This volume of proceedings includes a lot of smart and green solutions for challenges on civil infrastructure construction and architectural design. The book highlights attempts made by the researchers and practitioners to solve architectural planning issues by using state-of-the-art technologies and engaging in a lot of case studies and practices. This volume provides a valuable and useful reference for the people from both in academia and industry who are working in the field of civil engineering and architecture.

Contents:

Intro

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

Application of External Wall Insulation Materials for Residential Buildings in Hot Summer and Cold Winter Area Under Intermittent Operation of Radiant Air Conditioning

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

Domoflex: "Structural System for Emergency Shelters with Bamboo Slats in Bending Active, on the Northern Coast of Peru"

2 Method

2.1 Study Area

2.2 Natural Resources

3.1 First Stage - Testing and Creation of the Structural System

3.2 Second Stage - Prototypes

5 Conclusions

References.

The Role of Materials in the Design of Extensions for Historic Buildings: Use of Glass

2 Refunctioning

3 Glass and Its Use in Architecture

4 Use of Glass in Extensions

5 Results

6 Conclusion

Application of Deep Generative Models in the Design of Buildings and Structures

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

The Impact of Different Shapes in Knockdown Construction Interlocking Systems on the Flexural Strength of Longitudinal Half-Lap Wooden Joints with Tongue-and-Groove

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

Effect of Layer Thickness in Buckling of Sandwich Plates Subjected to Different Types of In-Plane Loadings

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

Employing Virtual Reality for Evaluating Infrastructure Conditions

3.1 Current Practice of Site Assessments.

3.2 Condition Assessment Review

3.3 Current Practice of Site Assessments

4 Conclusion and Recommendations

An Experimental Study on Intermissive Fatigue Behaviors of Fiber Cement Beams Based on Viscoelastic Model

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

Parametric Study and Design Formulae for the Tensile Strength of the Doubler-Plate Reinforced Square Hollow Section T-joints

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

In-Plane Bending Behavior of Single-Layer Glass Beams in Frameless Glass Structure

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

Detecting Damage on Beam-Like Structures Based on Damage Index of Static Displacement

2 Theory

2.1 Deflection Equation of Beam

3 Tested Model

3.1 Survey Subjects

3.2 Experimental Model

3.3 Numerical Model

5 Conclusion

The Spatial Variability of Random Fill Shear Strength Based on In-Situ Large Scale Direct Shear Test in the Kuwil Kawangkoan Dam Construction

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

Innovative Design and Structural Behavior of UHPC Composite Cap Foundation Under Ultimate Limit State

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

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

Research and Application of the New Type of High Formwork Support Combination System

2 Floor-Deck and 回-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.

3.3 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.

5.1 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

A Framework for Integrated Multi-level Information Modelling and Numerical Analysis of Corrosion-Damaged RC Bridges

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

5 Future Perspective

Local Damage Evolution Analysis of the Interface Between Prefabricated UHPC Element and Cast-In-Place Concrete

2 Finite Element Model

2.1 Analysis Model

2.2 Material

2.3 Loading and Boundary Conditions

3.1 Evolution of Local Compression and Tension Damage

3.2 Mises Stress Results

Experimental Study on Failure Mode of RC Beam Strengthened with Smart Alloy

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

Comparative Analysis of Reinforcement Quantities for Reinforced Concrete Structures Under Crack Control

2 Project Overview

3 Comparative Analysis

3.1 National Standard Calculations

3.2 Water Transportation Works.

3.3 Power Engineering Calculations.

ISBN:

981-9753-11-2