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Agha Intizar Mehdi

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

  1. Mehdi, Agha Intizar / Kim, Moon-Young: Nominal Flexural Strength of Thin-walled Steel Girders with Deviators Pre-stressed by Rectilinear Cables. In: International Journal of Steel Structures.

    https://doi.org/10.1007/s13296-024-00901-z

  2. Kim, Sung-Bo / Mehdi, Agha Intizar / Kim, Moon-Young (2024): Experimental Evaluation on LTB Strength of Steel Beams Externally Pre-stressed with Un-bonded Tendon Bar. In: International Journal of Steel Structures, v. 24, n. 3 (April 2024).

    https://doi.org/10.1007/s13296-024-00830-x

  3. Kim, Moon Young / Mehdi, Agha Intizar / Kim, Sung Bo (2023): 일축 대칭 단면을 갖는 외부 긴장 강재 보의 횡-비틂 좌굴에 대한 유한요소해석 (FE Analysis on Lateral Torsional Buckling of Externally Prestressed Mono-Symmetric Steel Beams). In: Journal of Korean Society of Steel Construction (한국강구조학회 논문집), v. 35, n. 2 (27 April 2023).

    https://doi.org/10.7781/kjoss.2023.35.2.049

  4. Mehdi, Agha Intizar / Kim, Moon-Young (2023): LTB analysis of pre-stressed mono-symmetric thin-walled beams with deviators under non-uniform bending moments using a simplified FEM. In: Structures, v. 47 (Januar 2023).

    https://doi.org/10.1016/j.istruc.2022.12.012

  5. Kim, Moon Young / Mehdi, Agha Intizar / Kim, Sung Bo (2022): 직선 텐던에 의하여 외부 긴장된 강재보의 면내‧면외 좌굴에 대한 유한요소해석 (FE Analysis on In-Plane and Out-of-Plane Buckling of Steel Beams with Externally Prestressed Rectilinear Tendons). In: Journal of Korean Society of Steel Construction (한국강구조학회 논문집), v. 34, n. 2 (27 April 2022).

    https://doi.org/10.7781/kjoss.2022.34.2.077

  6. Kim, Moon-Young / Mehdi, Agha Intizar / Hayat, Umar (2022): Spatial stability of pre-stressed mono-symmetric steel beams with un-bonded/bonded deviators under compression and end moments. In: Journal of Constructional Steel Research, v. 189 (Februar 2022).

    https://doi.org/10.1016/j.jcsr.2021.107078

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