Design of inter-component load-bearing connections in prefabricated single-family houses | Blazingprojects Postgraduate Thesis
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Design of inter-component load-bearing connections in prefabricated single-family houses

 

Table Of Contents


Chapter ONE

INTRODUCTION

  • 1.1Introduction
  • 1.2Background of Study
  • 1.3Problem Statement
  • 1.4Objective of Study
  • 1.5Limitation of Study
  • 1.6Scope of Study
  • 1.7Significance of Study
  • 1.8Structure of the Research
  • 1.9Definition of Terms

Chapter TWO

LITERATURE REVIEW

  • 2.1Overview of Load-Bearing Connections
  • 2.2Types of Load-Bearing Connections
  • 2.3Importance of Load-Bearing Connections
  • 2.4Previous Studies on Load-Bearing Connections
  • 2.5Load Transfer Mechanisms in Connections
  • 2.6Failure Modes in Load-Bearing Connections
  • 2.7Design Considerations for Load-Bearing Connections
  • 2.8Material Selection for Load-Bearing Connections
  • 2.9Connection Testing Methods
  • 2.10Innovations in Load-Bearing Connections

Chapter THREE

RESEARCH METHODOLOGY

  • 3.1Research Methodology Overview
  • 3.2Research Design
  • 3.3Data Collection Methods
  • 3.4Sampling Techniques
  • 3.5Data Analysis Procedures
  • 3.6Reliability and Validity
  • 3.7Ethical Considerations
  • 3.8Limitations of the Methodology

Chapter FOUR

DATA PRESENTATION AND ANALYSIS

  • 4.1Analysis of Load-Bearing Connection Designs
  • 4.2Experimental Results
  • 4.3Comparison of Different Connection Types
  • 4.4Strengths and Weaknesses of Current Designs
  • 4.5Proposed Improvements in Connection Design
  • 4.6Case Studies on Load-Bearing Connections
  • 4.7Industry Perspectives on Connection Design
  • 4.8Future Trends in Load-Bearing Connections

Chapter FIVE

SUMMARY, CONCLUSION AND RECOMMENDATIONS

  • 5.1Summary of Findings
  • 5.2Conclusion
  • 5.3Recommendations for Future Research
  • 5.4Practical Implications of the Study
  • 5.5Contribution to the Field

Thesis Abstract

For the transfer of horizontal loads acting on a timber building the connections between the prefabricated timber elements play an important role. In this work the standard wall-to-substrate, wall-to-wall, wall-to-flooring/flooring-to-wall and roof-to-wall connections of three investigated timber building companies are analysed according to their force transmission capacities and applicability during the assembly process.

The investigated connections are used for single-family houses with a maximum height of two storeys. Although the horizontal loading and thereby resulting uplift forces do not reach the sizes that have to be handled for multi-storey buildings, especially the analysis of the wall-to-substrate connections led to critical results.

In the case of relatively high uplift forces at specific positions along the bottom of a building, the fasteners in connection with the dead load of the building can fail to provide a sufficient resistance against uplifting. Further calculations are needed to prove the contribution of a larger percentage of a building as well as parts of lateral walls to the stabilisation against uplift. Also, the standardization of inter-component connections between planar timber frame elements should be pursued to increase the quality of timber frame buildings.


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