Nonlinear Analysis on the Static and Cyclic Behaviors of UHPC Filled Rectangular Steel Tube Columns
Author:
Publisher
Springer Science and Business Media LLC
Subject
Civil and Structural Engineering
Link
https://link.springer.com/content/pdf/10.1007/s12205-021-0903-2.pdf
Reference40 articles.
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2. Ahmed M, Liang QQ, Patel VI (2020) Nonlinear analysis of square concrete-filled double steel tubular slender columns incorporating preload effects. Engineering. Structures 207:110272, DOI: https://doi.org/10.1016/j.engstruct.2020.110272
3. An LH, Ekkehard F (2017) Assessment of stress-strain model for UHPC confined by steel tube stub columns. Structural Engineering and Mechanics 63(3):371–384, DOI: https://doi.org/10.12989/sem.2017.63.3.371
4. An LH, Ekkehard F, Thai DK (2018) Simplified stress-strain model for circular steel tube confined UHPC and UHPFRC columns. Steel and Composite Structures 29(1):125–138, DOI: https://doi.org/10.12989/scs.2018.29.1.125
5. Cai H, Xu LH, Chi Y (2021) Seismic performance of rectangular ultra-high performance concrete filled steel tube (UHPCFST) columns. Composite Structures 259:113242, DOI: https://doi.org/10.1016/j.compstruct.2020.113242
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3. Nonlinear Behaviors of Ultra-High-Performance Concrete-Filled Steel Tubular Beam-Column Under Monotonic and Cyclic Loading;Iranian Journal of Science and Technology, Transactions of Civil Engineering;2023-03-15
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