Shear Behavior Solution of the Shear Keyed Joints for Onshore Wind Foundation
Author:
Publisher
Springer Nature Singapore
Link
https://link.springer.com/content/pdf/10.1007/978-981-97-5315-4_10
Reference28 articles.
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2. Zou, Y., Xu, D.: Mechanical characteristics of steel shear keyed joints in the construction and finished states. Hindawi (2021). https://doi.org/10.1155/2021/7252122
3. Jiang, H., Cao, Q., Liu, A., Wang, T., Qiu, Y.: Flexural behavior of precast concrete segmental beams with hybrid tendons and dry joints. Constr. Build. Mater. 110, 1–7 (2016)
4. Shamass, R., Zhou, X., Alfano, G.: Finite-element analysis of shear-off failure of keyed dry joints in precast concrete segmental bridges. J. Bridg. Eng. 20, 1–12 (2015)
5. Ye, M., Li, L., Li, H., Zhou, C.: Shear behavior of joints in precast UHPC segmental bridges under direct shear loading. Constr. Build. Mater. 357, 129212 (2022)
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