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Cheng-Tzu Thomas Hsu

Die folgende Bibliografie enthält alle in dieser Datenbank indizierten Veröffentlichungen, die mit diesem Namen als Autor, Herausgeber oder anderweitig Beitragenden verbunden sind.

  1. Lu, Xiaobin / Hsu, Cheng-Tzu Thomas (2006): Behavior of high strength concrete with and without steel fiber reinforcement in triaxial compression. In: Cement and Concrete Research, v. 36, n. 9 (September 2006).

    https://doi.org/10.1016/j.cemconres.2006.05.021

  2. Wang, Gary Gang / Hsu, Cheng-Tzu Thomas (1998): Nonlinear Analysis of Reinforced Concrete Columns by Cubic-Spline Function. In: Journal of Engineering Mechanics (ASCE), v. 124, n. 7 (Juli 1998).

    https://doi.org/10.1061/(asce)0733-9399(1998)124:7(803)

  3. Lu, Xiaobin / Hsu, Cheng-Tzu Thomas (2007): Stress-Strain Relations of High-Strength Concrete under Triaxial Compression. In: Journal of Materials in Civil Engineering (ASCE), v. 19, n. 3 (März 2007).

    https://doi.org/10.1061/(asce)0899-1561(2007)19:3(261)

  4. Zhang, Zhichao / Hsu, Cheng-Tzu Thomas (2005): Shear Strengthening of Reinforced Concrete Beams Using Carbon-Fiber-Reinforced Polymer Laminates. In: Journal of Composites for Construction, v. 9, n. 2 (April 2005).

    https://doi.org/10.1061/(asce)1090-0268(2005)9:2(158)

  5. Zhang, Zhichao / Hsu, Cheng-Tzu Thomas / Moren, Jon (2004): Shear Strengthening of Reinforced Concrete Deep Beams Using Carbon Fiber Reinforced Polymer Laminates. In: Journal of Composites for Construction, v. 8, n. 5 (Oktober 2004).

    https://doi.org/10.1061/(asce)1090-0268(2004)8:5(403)

  6. Hsu, Cheng-Tzu Thomas / Mirza, M. Saeed / Sea, C. S. Sunny (1981): Nonlinear analysis of reinforced concrete frames. In: Computers & Structures, v. 13, n. 1-3 (Juni 1981).

    https://doi.org/10.1016/0045-7949(81)90129-2

  7. Punurai, Wonsiri / Hsu, Cheng-Tzu Thomas / Punurai, Sun / Chen, Jian (2013): Biaxially loaded RC slender columns strengthened by CFRP composite fabrics. In: Engineering Structures, v. 46 (Januar 2013).

    https://doi.org/10.1016/j.engstruct.2012.07.014

  8. Hsu, Cheng-Tzu Thomas / Punurai, Sun / Punurai, Wonsiri / Majdi, Yazdan (2014): New composite beams having cold-formed steel joists and concrete slab. In: Engineering Structures, v. 71 (Juli 2014).

    https://doi.org/10.1016/j.engstruct.2014.04.011

  9. Majdi, Yazdan / Hsu, Cheng-Tzu Thomas / Zarei, Mehdi (2014): Finite element analysis of new composite floors having cold-formed steel and concrete slab. In: Engineering Structures, v. 77 (Oktober 2014).

    https://doi.org/10.1016/j.engstruct.2014.07.030

  10. Shentu, Longmei / Jiang, Dahua / Hsu, Cheng-Tzu Thomas (1997): Load-Carrying Capacity for Concrete Slabs on Grade. In: Journal of Structural Engineering (ASCE), v. 123, n. 1 (Januar 1997).

    https://doi.org/10.1061/(asce)0733-9445(1997)123:1(95)

  11. Wang, Wei / Hsu, Cheng-Tzu Thomas (1997): Limit Analysis of Reinforced Concrete Beams Subjected to Pure Torsion. In: Journal of Structural Engineering (ASCE), v. 123, n. 1 (Januar 1997).

    https://doi.org/10.1061/(asce)0733-9445(1997)123:1(86)

  12. Muñoz, Pedro R. / Hsu, Cheng-Tzu Thomas (1997): Behavior of Biaxially Loaded Concrete-Encased Composite Columns. In: Journal of Structural Engineering (ASCE), v. 123, n. 9 (September 1997).

    https://doi.org/10.1061/(asce)0733-9445(1997)123:9(1163)

  13. Muñoz, Pedro R. / Hsu, Cheng-Tzu Thomas (1997): Biaxially Loaded Concrete-Encased Composite Columns: Design Equation. In: Journal of Structural Engineering (ASCE), v. 123, n. 12 (Dezember 1997).

    https://doi.org/10.1061/(asce)0733-9445(1997)123:12(1576)

  14. Majdi, Yazdan / Hsu, Cheng-Tzu Thomas / Punurai, Sun (2014): Local bond–slip behavior between cold-formed metal and concrete. In: Engineering Structures, v. 69 (Juni 2014).

    https://doi.org/10.1016/j.engstruct.2014.03.025

  15. Navalurkar, Rajendra K. / Hsu, Cheng-Tzu Thomas (2001): Fracture Analysis of High Strength Concrete Members. In: Journal of Materials in Civil Engineering (ASCE), v. 13, n. 3 (Juni 2001).

    https://doi.org/10.1061/(asce)0899-1561(2001)13:3(185)

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