Temperature Response of Double-Layer Steel Truss Bridge Girders
Double-layer steel truss continuous girders are prone to significant temperature stress, deviation, torsion, and warping, thus causing adverse temperature structural responses, and also affecting the safety and durability of bridge structures. This paper presents an investigation on time-dependent c...
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| Hlavní autoři: | , , , , |
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| Médium: | Artigo |
| Jazyk: | Inglês |
| Vydáno: |
MDPI AG
2023-11-01
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| Edice: | Buildings |
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| On-line přístup: | https://www.mdpi.com/2075-5309/13/11/2889 |
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