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Experimental and Numerical Investigation of Seismic Performance of UHPC Thin-Walled Short Piers
Rigid frame bridges with different heights of adjacent piers are inclined to crack the main girder at the pier-beam connection. This cracking occurs due to a significant difference in thrust stiffness between tall and short piers. This problem can be resolved by applying ultra-high performance concr...
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| Autori principali: | , , , , , |
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| Natura: | Artigo |
| Lingua: | Inglês |
| Pubblicazione: |
Hindawi Limited
2022-01-01
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| Serie: | Advances in Civil Engineering |
| Accesso online: | http://dx.doi.org/10.1155/2022/9384436 |
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