Seismic behavior of double steel concrete composite walls. (21st May 2019)

• Record Type: Journal Article
• Authors: Ma, Kaize; Ma, Yudong; Liu, Boquan
• Is Part Of: Structural design of tall and special buildings. Volume 28:Number 11(2019)
• Page Start: n/a
• Page End: n/a
• Publication Date: 2019-05-21
• Subjects: concrete damage plastic model -- double steel concrete composite walls -- finite element method -- hysteresis behavior -- lateral load‐carrying capacity -- quasistatic test; Tall buildings -- Design and construction -- Periodicals; Structural design -- Periodicals; 690.1
• DOI: 10.1002/tal.1623
• Languages: English
• ISSNs: 1541-7794

Abstract

Summary: An innovative double steel concrete (DSC) composite walls were developed to enhance constructability and lateral load resistance of buildings. In order to research the seismic behavior of DSC composite walls, experimental study was carried out. The high‐strength concrete and high axial load were considered. The failure mode, hysteresis behavior, lateral load‐carrying capacity, deformation, and energy dissipation of the composite walls under different testing parameters were observed. All specimens failed in a flexure behavior, with steel plate buckling and concrete compressive crushing in the bottom of composite walls. The pinching behavior was not significant for hysteresis loops of composite walls. Moreover, the lateral load‐carrying capacity and ductility coefficients increased significantly with spacing of constraining bolts and stiffeners decreased. In addition, the calculation method of the lateral load‐carrying capacity of DSC composite walls was proposed, with the consideration of force equilibrium and moment equilibrium. The finite element (FE) method was performed to analyze the failure process of the specimens with the cyclic load. The concrete damage plastic model was selected to simulate the damage progress of concrete. Validation of the FE models against the experimental results showed good agreement. The effect of different parameters was analyzed with FE models.