A model to simulate special concentrically braced frames beyond brace fracture

作者：Hsiao Po Chien^*; Lehman Dawn E; Roeder Charles W

来源：EARTHQUAKE ENGINEERING & STRUCTURAL DYNAMICS, 2013, 42(2): 183-200.

DOI：10.1002/eqe.2202

• braced frames
• brace fracture
• nonlinear analysis
• performance-based engineering
• seismic performance

Special concentrically braced frames (SCBFs) are commonly used as the lateral-load resisting system in buildings. SCBFs primarily sustain large deformation demands through inelastic action in the brace, including compression buckling and tension yielding; secondary yielding may occur in the gusset plate and framing elements. The preferred failure mode is brace fracture. Yielding, buckling, and fracture behavior results in highly nonlinear behavior and accurate analytical modeling of these frames is required. Prior research has shown that continuum models are capable of this level of simulation. However, those models are not suitable for structural engineering practice. To enable the use of accurate yet practical nonlinear models, a research study was undertaken to investigate modeling parameters for line-element models, which is a more practical modeling approach. This portion of the study focused on methods to predict brace fracture. A fracture modeling approach simulated the nonlinear, cyclic response of SCBFs by correlating onset of fracture to the maximum strain range in the brace. The model accounts for important brace design parameters including slenderness, compactness, and yield strength. Fracture data from over 40 tests was used to calibrate the model and included single-brace component, single story frame, and full-scale multistory frame specimens. The proposed fracture model is more accurate and simpler than other, previously proposed models. As a result, the proposed model is an ideal candidate for practical performance simulation of SCBFs.

• 出版日期2013-2