Residual Strength of Steel-Reinforced Concrete-Filled Square Steel Tubular (SRCFST) Stub Columns After Exposure to ISO-834 Standard Fire

Author:

Meng Fanqin,Zhu Mei-chun,Mou Ben,He Baojie

Funder

Natural Science Foundation of Shanghai

Publisher

Springer Science and Business Media LLC

Subject

Civil and Structural Engineering

Reference32 articles.

1. Cai, J. M., Pan, J. L., & Wu, Y. F. (2016). Performance of steel-reinforced square concrete-filled steel hollow section (SRSCFSHS) columns under uniaxial compression. Advanced Steel Construction, 12(4), 410–427.

2. Cai, J., Pan, J., & Wu, Y. (2015). Mechanical behavior of steel-reinforced concrete-filled steel tubular (SRCFST) columns under uniaxial compressive loading. Thin-Walled Structures, 97, 1–10.

3. Chang, X., Wei, Y. Y., & Yun, Y. C. (2012). Analysis of steel-reinforced concrete-filled-steel tubular (SRCFST) columns under cyclic loading. Construction and Building Materials, 28(1), 88–95.

4. Chiew, S. P., Zhao, M. S., & Lee, C. K. (2014). Mechanical properties of heat-treated high strength steel under fire/post-fire conditions. Journal of Constructional Steel Research, 98, 12–19.

5. Ding, F. X., Li, G., Gong, Y. Z., & Yu, Z. W. (2012). Behavior of tubular stub columns of axially loaded steel-reinforced concrete-filled circular steel. Journal of Central South University (Science and Technology), 9(2), 36–45. (in Chinese).

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