Innovative Stay-in-Place Formwork Method for Reinforced Concrete Columns
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Publisher
Budapest University of Technology and Economics
Link
https://repozitorium.omikk.bme.hu/bitstream/handle/10890/13209/CCC2019-018.pdf?sequence=1&isAllowed=y
Cited by 3 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. Study on the flexural behaviour of the concrete filled square steel tube beam with the basic magnesium sulfate cement-based composite shell system;Construction and Building Materials;2024-04
2. Flexural and Shear Behavior of Hybrid Deck Structures Composed of Textile Reinforced Concrete Integrated Formwork and Reinforced Concrete;Latin American Journal of Solids and Structures;2024
3. Seismic performance of reinforced concrete columns with an assembled UHPC stay-in-place formwork;Engineering Structures;2022-12
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