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    • List of Articles Moment Frame

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        1 - Investigating of linear and nonlinear performance of the simpson strong-tie connection
        Ali Ghamari Farzin Ghaffari Leila Hosseinzadeh
        10.30495/civil.2023.1892987.1174
      • Open Access Article
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        2 - The effect of far and near field earthquakes on the collapse capacity of performance base optimization RC moment frames
        ashkan khodabandehlou siamak saboonchi
        10.30495/civil.2023.1972417.1297
      • Open Access Article
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        3 - Evaluation of Nonlinear Seismic Behavior of Reinforced Concrete moment Frames with Special Ductility with and without Viscous Dampers on the Floors Level
        ashkan khodabandehlou siamak barmaki
        10.30495/civil.2023.1974310.1311
      • Open Access Article
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        4 - Investigating the Effect of Using Seismic Separators on Seismic Improvement of Steel frames
        ashkan khodabandehlou hamid saeidian
        20.1001.1.23456310.1397.15.4.1.5
      • Open Access Article
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        5 - The Investigation Effect of Viscous Damper on the Floor level on Seismic Response at Reinforced Concrete Tall buildings with Internal Resistant Core the Tube in Tube System
        sajjad Alizadeh ashkan khodabandelou
        20.1001.1.23456310.1398.16.1.1.6
      • Open Access Article
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        6 - A Study of the Seismic Behavior of Special Steel Moment Resistancewith the Use ofDouble and Reverse Arc-Shaped Fuse on the Beam Flange
        Aboozar saleh seyyed mehdi zahraei seyyed rasool Mir ghaderi
        20.1001.1.23456310.1394.12.4.2.5
      • Open Access Article
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        7 - Investigating the effects of using a rocking motion system on the bending seismic Behavior of special steel frames
        Ali Parvari S.Behnam Beheshti
        10.30495/civil.2023.701046
        20.1001.1.28210999.1402.20.1.2.0
      • Open Access Article
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        8 - Comparison of Progressive Collapse in Moment Connections with Low-strength Steel
        ahmad karimian arastoo armaghani Alaeddin Behravesh
        20.1001.1.23456310.1398.16.1.3.8
      • Open Access Article
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        9 - Investigation of linear and nonlinear performance of the simpson strong-tie connection
        Ali Ghamari Farzin Ghaffari Leila Hosseinzadeh
        20.1001.1.23456310.1399.17.3.3.9
      • Open Access Article
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        10 - Evaluating the Progressive Collaps in Moment Frame and Braced Frame
        Amin Hallaji khosroshah yashar yasrebinia
        20.1001.1.23456310.1395.13.4.3.3
      • Open Access Article
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        11 - Investigation of seismic Fragility and collapse capacity of RC Moment Frames Considering the increase of stiffness of the column relative to the beam under far and near field earthquakes
        siamak saboonchi ashkan khodabandehlou
        10.30495/civil.2023.699218
        20.1001.1.28210999.1401.19.4.4.1
      • Open Access Article
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        12 - Investigation of the effect of low-strength steel on 6-story moment frame connections against progressive collapse
        ahmad karimian arastoo armaghani Alaaddin Behravesh
        20.1001.1.23456310.1399.17.1.5.7
      • Open Access Article
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        13 - Investigation of the Role of Steel Plate Shear Wall in the Possibility of Progressive Collapse Occurrence in Steel Moment Frames
        Kourosh Mehdizadeh Seyede Vahide Hashemi Abbasali Sadeghi
        20.1001.1.23456310.1398.16.4.5.6
      • Open Access Article
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        14 - Improve seismic performance of Concrete Moment Frame Structures using TLD damper
        Ali Sarmad Mehrdad Movahednia
        20.1001.1.23456310.1398.16.2.6.3
      • Open Access Article
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        15 - Evaluation of Nonlinear Seismic Behavior of Reinforced Concrete Flexural Frames with Special Ductility with and without Viscous Dampers on the Floors Level
        siamak barmaki ashkan khodabandehlou
        10.30495/civil.2023.708011
      • Open Access Article
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        16 - The effect of far- and near-field earthquakes on the collapse capacity of performance based optimization of RC moment frames
        siamak saboonchi ashkan khodabandehlou
        10.30495/civil.2023.701926
        20.1001.1.28210999.1402.20.1.7.5
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