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Seung-Hee Kwon

The following bibliography contains all publications indexed in this database that are linked with this name as either author, editor or any other kind of contributor.

  1. Kim, Yu-A. / Lee, Jung-Soo / Kwon, Seung-Hee / Kim, Jin-Kook (2024): Proposal of a Creep-Experiment Method and Superficial Creep Coefficient Model of CFT Considering a Stress-Redistribution Effect. In: International Journal of Concrete Structures and Materials, v. 18, n. 1 (2 January 2024).

    https://doi.org/10.1186/s40069-024-00699-4

  2. Kwon, Seung-Hee / Lee, Jung-Soo / Kwon, Seung-Jun / Kim, Hyeong-Ki (2024): On determination of characteristic in-situ carbonation depth from existing concrete structures. In: Construction and Building Materials, v. 442 (September 2024).

    https://doi.org/10.1016/j.conbuildmat.2024.137522

  3. Kwon, Seung-Hee / Lee, Jung-Soo / Kim, Hyeong-Ki (2024): On determination protocols of characteristic in-situ compressive strength of concrete for existing structure: Case study with core samples from actual bridges. In: Case Studies in Construction Materials, v. 20 (July 2024).

    https://doi.org/10.1016/j.cscm.2024.e03031

  4. Kim, Hyun-Joong / Seong, Yeong-hun / Han, Jong-wook / Kwon, Seung-Hee / Kim, Chul-Young (2023): Demonstrating the Test Procedure for Preventive Maintenance of Aging Concrete Bridges. In: Infrastructures, v. 8, n. 3 (March 2023).

    https://doi.org/10.3390/infrastructures8030054

  5. Lee, Inbok / Kwon, Seung-Hee / Park, Jongil / Oh, Taekeun (2017): The effective near-surface defect identification by dynamic behavior associated with both impact-echo and flexural modes for concrete structures. In: KSCE Journal of Civil Engineering, v. 22, n. 2 (June 2017).

    https://doi.org/10.1007/s12205-017-1433-9

  6. An, Gyeong-Hee / Kwon, Seung-Hee / Kim, Jin-Keun (2015): Effect of wide-flange-steel geometry on the long-term shortening of steel-reinforced concrete columns. In: Magazine of Concrete Research, v. 67, n. 23 (December 2015).

    https://doi.org/10.1680/macr.14.00122

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