Results 1 to 10 of about 10,149,535 (194)
Performance of rubberized concrete-filled hollow steel column under monotonic and cyclic loadings [PDF]
Concrete-filled hollow steel (CFHS) has become more popular due to its advantages and benefits compared to reinforced concrete. This paper presents the experimental investigation on the performance of rubberized pozzolanic concrete-filled hollowsteel ...
Muhammad Najmi Mohamad Ali Mastor +7 more
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Concrete-filled steel tubular (CFST) structures using high-strength materials have been increasingly used in civil engineering due to their exceptional mechanical performance. A comprehensive numerical analysis was performed in this study, where a finite
Jie Hu, Wei Li
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Control of the axial offset in a nuclear reactor at power maneuvering
High reliability and security of power unit are basic requirements when the power unit maneuvering mode operation. The reactor stability under disturbances both at steady load and maneuvering load embodies the guarantees of power unit safe and reliable ...
Maksim V. Maksimov +2 more
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Parametric Study of Composite Shear Wall with Embedded Steel Truss [PDF]
Shear walls can be designed to have sufficient bearing capacity and deformation and absorb energy due to nonlinear shear-bending and axial load - bending, interactions.
Hosseinali Rahimi Bandarabadi +2 more
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Structural behavior of tree-like steel columns subjected to combined axial and lateral loads
Few studies have been conducted on the structural behavior of steel columns with branches that are called tree-like columns. These kinds of columns have been used in many structures around the world.
Dekhn Rabab C., Shadhan Khalid K.
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Behavior of heated damaged reinforced concrete beam-column joints strengthened with FRP
This paper presents the efficiency of the external fiber reinforced polymer (FRP) composites in rescue the structural performance and controlling the mode of failure of the heated damaged reinforced concrete (RC) beam-column joint by nonlinear finite ...
Rajai Z. Al-Rousan, Ayah Alkhawaldeh
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Cyclic Behavior of FRP Strengthened Beam-Column Joints under Various Concrete Damage Levels
This paper is intended to examine the efficiency of utilizing the FRP composite material with an externally bonded technique in enhancing the behavior of the damaged B-C joints and controlling their failure mode using the NLFEA approach.
Rajai Al-Rousan +6 more
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Experimental investigation on seismic performance of RC shear walls reinforced with CFRP bars in boundary elements to enhance the resilience was presented which is expected for stable resistance capacity and small residual deformation. Six RC shear walls
Jun Zhao +4 more
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The research investigates the effect of using external fiber-reinforced polymer (FRP) –composites to strengthen the alkali-silica reaction (ASR)-damaged reinforced concrete (RC) beam-column joints. The nonlinear finite element analysis (NLFEA) method has
Rajai Z. Al-Rousan
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Behavior of CFT steel columns damaged by thermal shock
Experimental evaluation of the structural behavior of concrete-filled tubular (CFT) circular steel columns under the combined effects of axial and cyclic lateral loads is costly and challenging.
Al-Rousan Rajai
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