An Experimental Study on the Bolted Connection Fatigue Capacity of Corrugated Steel Plates

Oh, Hongseob

doi:10.11112/jksmi.2014.18.2.054

Journal of the Korea institute for structural maintenance and i

2014

DOI: 10.11112/jksmi.2014.18.2.054

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An Experimental Study on the Bolted Connection Fatigue Capacity of Corrugated Steel Plates

Hongseob Oh¹

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2016

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The Evaluation of Structural Stability of Corrugated Steel Plate Method applied in High-Speed Railway Vertical Tunnel Structures

Chung¹,

Shin²,

Kim³

2016

Journal of the Korean Society of Safety

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:In this paper, structural analysis of High-Speed railway vertical tunnel structures was performed to verify the structural stability. The corrugated steel plate method was applied to the vertical tunnel structures for its simple construction method and low cost. The structural stability of Wall, Connection and Storage section was performed with LRFD and ASD design method at joint part, buckling, stress and plastic hinge. From the results, all of vertical tunnel structures shown the structural stability regardless of design method and structure types. So, the application of corrugated steel plate in vertical tunnel structures instead of cast-in-placed concrete was quite enough.

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The Evaluation of Structural Stability of Corrugated Steel Plate Method applied in High-Speed Railway Vertical Tunnel Structures

Chung¹,

Shin²,

Kim³

2016

Journal of the Korean Society of Safety

View full text Add to dashboard Cite

show abstract

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An Experimental Study on the Bolted Connection Fatigue Capacity of Corrugated Steel Plates

Cited by 1 publication

References 2 publications

The Evaluation of Structural Stability of Corrugated Steel Plate Method applied in High-Speed Railway Vertical Tunnel Structures

The Evaluation of Structural Stability of Corrugated Steel Plate Method applied in High-Speed Railway Vertical Tunnel Structures

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