Abstract
This paper addresses the deterioration of the steel box column subjected to simultaneous biaxial moment and axial force, which caused local buckling, consequent decrease in base shear capacity and eventual collapse of a full-scale 4-story steel building tested at the E-Defense shake table. Two-directional deterioration was observed in the columns which were subjected to a major few cycles in a particular direction and later to the largest cycle in a significantly rotated direction. The multi-spring (MS) element that consists of springs discretizing the column cross section was used to analyze the moment deterioration by local buckling.
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Acknowledgements
The author acknowledges Prof. Kazuhiko Kasai (Tokyo Institute of Technology), Dr. Bruce F. Maison (California), Prof. Satoshi Yamada (Tokyo Institute of Technology), and Dr. Yuko Shimada (Chiba University) for their enthusiastic technical support.
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Nam, T.T. (2020). Analysis of Two-Directional Seismic Deterioration of Steel Box Columns. In: Ha-Minh, C., Dao, D., Benboudjema, F., Derrible, S., Huynh, D., Tang, A. (eds) CIGOS 2019, Innovation for Sustainable Infrastructure. Lecture Notes in Civil Engineering, vol 54. Springer, Singapore. https://doi.org/10.1007/978-981-15-0802-8_20
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DOI: https://doi.org/10.1007/978-981-15-0802-8_20
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