Seismic performance of precast concrete shear wall using grouted sleeve connections for section steels reinforced at wall ends

Lu, Yilin; Jiang, Luyang; Lin, Feng

doi:10.1016/j.istruc.2023.105068

Cited by 4 publications

(1 citation statement)

References 17 publications

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“…To ensure that different materials can work well with the main body of the steel structure, a large number of studies have been carried out on the performance of the connection between the steel frame and the enclosing wall [9][10][11][12][13][14]. Stability is the first factor to be considered when connecting the wall to the steel structure.…”

Section: Introductionmentioning

confidence: 99%

Analysis of Out-of-Plane Displacements of a Light Steel Keel Fireproof Exterior Wall and Its Connection with the Steel Frame

Wang,

Gao,

et al. 2024

Buildings

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Light steel keel fireproof exterior walls are one of the new composite walls that have been widely used in recent years. This paper analyzes the factors affecting the displacements of the connectors and wall panels and modifies the corresponding displacement model. ABAQUS was used to establish the simulation analysis of the L-shaped and special-shaped steel angle component, and the results were compared with the experimental model to verify the rationality. The effect of vertical keel spacing and layout, the number of special-shaped steel angles, the L-shaped steel angle thickness, and the number of self-tapping screws for L-shaped steel angles to steel beams were explored based on the validated finite element model. The calculation model was modified based on the results of the simulation. The results showed that the simulation results fit well with the experimental results, which verified the reliability of the finite element model. The number of connectors and the number of self-tapping screws are the main factors affecting the special-shaped and L-shaped steel angle components, respectively. By modifying the rotation constraint factor of the L-shaped steel angle and adding a discount factor for the wall panel, the accuracy of the associated displacement calculation model could be improved.

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Section: Introductionmentioning

confidence: 99%