Proceedings of 6th International Conference on Civil Engineering and Architecture, Vol. 2 : Proceedings of ICCEA 2023 / edited by Thomas Kang, Youngjin Lee.

Format:

Book

Contributor:

Lee, Youngjin, editor.

Kang, Thomas, editor.

Series:

Lecture Notes in Civil Engineering, 2366-2565 ; 531

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 (0 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

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

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

A New Research on Campus Renewal Design Strategy from the Perspective of "Campus - City Symbiosis"

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

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

Investigation of Cracking Potential Using Dewatered Sludge as Landfill Liner

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)

Behaviors of Assembly Gravity Expansion Foundation for Onshore Wind Turbines Under Extreme Load Conditions

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

Flexure Behavior of Prestressed RC Modula for Onshore Wind Tower Foundation

2 Flexural Capacity Analysis of Section with Key Tooth Dry Joint

2.1 Section Analysis

2.2 FEM Analysis

3 Results Analysis

Research on New Technology of Elastic Cushion Layer for Static Load Testing of Composite Foundations

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

Behaviors Analysis of High Performance Composite Bearing Cap Made by UHPC Permanent Form for Offshore Wind Tower Foundation

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

Shear Behavior Solution of the Shear Keyed Joints for Onshore Wind Foundation

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

Seismic Retrofitting of Tied Arch Bridge with Friction Pendulum Isolation Bearings

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

Analysis of Earthquake-Resistant Behavior in Buildings with the Implementation of the Metal Structural System of Rigid Perimeter Grid

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

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

Seismic Retrofit of Shear Wall Medium-Rise RC Building with Buckling-Restrained Braces

2 Seismic Retrofit Design Concept for BRBs

3 Numerical Model

4 Analysis Results

5 Conclusions

Analysis of Fire Source Development Characteristics and Perception Parameters in Highway Tunnel

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

The Effect of Corroded Offshore Pipeline Under Combine Loads: Bending and Burst Pressure Using FEA

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

5 Recommended Future Studies

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)

Behaviour of Layered Composite Fiber-Reinforced Polymers for Rehabilitation Subsea Pipes

2 Literature Background

3.1 Finite Element Modelling

3.2 Output Analysis

4 Result and Discussion

6 Future Recommended Research

A Bibliometric Analysis on Studies Related to the Mechanical Behavior of Corroded Pipelines

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

Design of Reinforced Earth Railway Embankment for Rapid Loading System at Coal Handling Plant

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

Numerical Sensitivity Analysis of Corroded Subsea Pipes Patched with GFRP

2 Brief of Literature Review

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.

Notes:

Includes bibliographical references and index.

Other Format:

Print version: Kang, Thomas Proceedings of 6th International Conference on Civil Engineering and Architecture, Vol. 2

ISBN:

9789819753154