Design model and recommendations of column-foundation connection through socket with rough interfaces
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FapUNIFESP (SciELO)
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http://www.scielo.br/pdf/riem/v5n2/a05.pdf
Cited by 8 articles. 订阅此论文施引文献 订阅此论文施引文献,注册后可以免费订阅5篇论文的施引文献,订阅后可以查看论文全部施引文献
1. Experimental study on direct-shear behaviour of narrow joints in socket connections for precast pier-to-pile footing systems;Structures;2024-03
2. Experimental and numerical investigation of seismic performance of prefabricated double-column piers used in accelerated bridge construction;Engineering Structures;2023-10
3. Calculation of Vehicle Impact Force on Socket Prefabricated Bridge Piers;KSCE Journal of Civil Engineering;2023-08-11
4. Test for Influence of Socket Connection Structure on Dynamic Response of Prefabricated Pier under Vehicle Collision;KSCE Journal of Civil Engineering;2021-12-17
5. Behaviour of Precast Column Foundation Connection under Reverse Cyclic Loading;Advances in Civil Engineering;2021-04-07
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