Experimental Investigation on Flexural Behavior of Precast Beam–Beam Connections Using Mechanical Connectors
Author:
Publisher
Springer Nature Singapore
Link
https://link.springer.com/content/pdf/10.1007/978-981-99-1608-5_45
Reference19 articles.
1. Bi, K., Li, C., Hao, H.: State-of-the-art review of the seismic performance of precast segmental columns. Adv. Bridge Eng. 3(1), 1–27 (2022)
2. Hery, K., Andreas, T., Ashar, S.: Beam-to-beam connection of precast concrete structures: state of the art. MATEC Web Conf. 258, 04002 (2019)
3. Korkmaz, H.H., Tankut, T.: Performance of a precast concrete beam-to-beam connection subject to reversed cyclic loading. Eng. Struct. 27(9), 1392–1407 (2005)
4. Maya, L.F., Zanuy, C., Albajar, L., Lopez, C., Portabella, J.: Experimental assessment of connections for precast concrete frames using ultra high-performance fiber reinforced concrete. Constr. Build. Mater. 48, 173–186 (2013)
5. Savino, V., Lanzoni, L., Tarantino, A.M., Viviani, M.: Simple and effective models to predict the compressive and tensile strength of HPFRC as the steel fiber content and type changes. Compos. Part B Eng. 137, 153–162 (2018)
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