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  • Vol. 19
  • Issue1 Vol.19
  • 1
    Issue 1 Vol. 19 Spring 2022

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  • List of Articles


      • Open Access Article
        • Abstract Page
        • Full-Text

        1 - Calculation of the Behavior Coefficient of the Combined System of Special Moment-resisting Frame and Concrete Shear Wall with Openings Reinforced with CFRP
        Seyed Fathollah Sajedi Mostafa Echresh Amiri
        10.30495/civil.2022.689934
        20.1001.1.23456310.1401.19.1.1.7
      • Open Access Article
        • Abstract Page
        • Full-Text

        2 - Numerical Study of the Effect of Adding a Posttensioned Stiffener Layer on the Flexural Strength of Reinforced Concrete Beams
        Alireza Mirzaee Ashkan Torabi Amir Tabebordbar
        10.30495/civil.2022.690411
        20.1001.1.23456310.1401.19.1.2.8
      • Open Access Article
        • Abstract Page
        • Full-Text

        3 - Numerical Study of a Reinforced Concrete Frame with Low Yield Point Infill Plates
        aman hassanzade rahimabadi yahya nasiraa ali ghamari
        10.30495/civil.2022.690629
        20.1001.1.23456310.1401.19.1.3.9
      • Open Access Article
        • Abstract Page
        • Full-Text

        4 - Investigation of the effect of using TADAS dampers in hydraulic structures under continuous loads
        mahmood mohammadi mohammad asadian ghahferokhi mohammad amiri
        10.30495/civil.2022.691331
        20.1001.1.23456310.1401.19.1.4.0
      • Open Access Article
        • Abstract Page
        • Full-Text

        5 - Effect of yield-torsional damper on the vibrational Energy Absorption of the Structure
        alireza ansari saeed abbasi asghar rasouli
        10.30495/civil.2022.691517
        20.1001.1.23456310.1401.19.1.5.1
      • Open Access Article
        • Abstract Page
        • Full-Text

        6 - Comparison of the Capacity of Three Types of Lateral Resisting Systems in the Design of a 45-Story Steel Building
        shahab Emamzadeh Amin Javanmardi
        10.30495/civil.2022.692039
        20.1001.1.23456310.1401.19.1.6.2
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