Nonlinear FE Investigation of HSS Column Base Plate Connection
Author:
Publisher
Springer Nature Switzerland
Link
https://link.springer.com/content/pdf/10.1007/978-3-031-63280-8_4
Reference9 articles.
1. Picard DB, Pérusse B (1987) Rotational restraint of a simple column base connection. Can J Civ Eng 14(1):49–57. https://doi.org/10.1139/l87-007
2. Midorikawa M et al (1997) Damage investigation of steel buildings in specific areas due to the 1995 hyogoken-Nanbu earthquake. J Struct Constr Eng Trans AIJ 62(493):115–120. https://doi.org/10.3130/aijs.62.115_1
3. Nakashima S (1992) Response of steel column bases embedded shallowly into foundation beams. In: Proceedings: Tenth World Conference on Earthquake Engineering, number 1225. Elsevier Applied Science, Acapulco
4. Jaspart JP, Vandegans D (1996) Application of the component method to column bases. Adv Steel Struct. https://doi.org/10.1016/b978-008042830-7/50022-x
5. Gomez IR, Kanvinde A, Deierlein GG (2010) Exposed column base connections subjected to axial compression and flexure. American Institute of Steel Construction. https://datacenterhub.org/resources/1239
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