Three-Dimensional Macro-Modeling of Major- and Minor-Axis Joints in Beam-to-Wide-Flange-Section Column Joints
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Publisher
Springer Nature Switzerland
Link
https://link.springer.com/content/pdf/10.1007/978-3-031-62884-9_28
Reference9 articles.
1. da Silva, L.S.: Towards a consistent design approach for steel joints under generalized loading. J. Construct. Steel Res. 64(9), 1059–1075 (2008)
2. Costa, R., Valdez, J., Oliveira, S., da Silva, L.S., Bayo, E.: Experimental behaviour of 3D end-plate beam-to-column bolted steel joints. Eng. Struct. 188, 277–289 (2019)
3. Gil, B., Goñi, R., Bijlaard, F., Bayo, E.: Major axis steel joint under torsion: stiffness and strength characterization. Eng. Struct. 180, 586–602 (2019)
4. Harada, Y., da Silva, L.S.: Three-dimensional macro-modeling of beam-to-rectangular hollow section column joints under cyclic loading. Part 1: Modeling of cyclic out-of-plane behavior of single isolated plate element. J. Construct. Steel Res. 162, 105713 (2019)
5. Harada, Y., da Silva, L.S.: Three-dimensional macro-modeling of beam-to-rectangular hollow section column joints under cyclic loading. Part 2: Modeling of beam-to-column joint by extended component-based approach. J. Construct. Steel Res. 162, 105714(2019)
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