An experimental investigation of the performance of non-composite steel-concrete-steel protective panels under large impact loading
In conventional steel-concrete-steel (SCS) construction, the external steel plates are connected to the concrete infill by welded shear connectors. This paper describes an experimental programme in which the response of axially restrained noncomposite (without shear connectors) SCS protective panels...
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Main Authors: | , , |
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Format: | Article |
Published: |
2023
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Institution: | Universiti Tenaga Nasional |