Controller-extensible hybrid simulation platform for viscoelastically damped frame structures based on Matlab-Opensees frameworks

Dong, Yao‐Rong; Xu, Zhao‐Dong; Guo, Yingqing; Zeng, Ling‐Hui; Li, Qiang‐Qiang; Xu, Yeshou; Yan, Xiao

doi:10.1016/j.engstruct.2022.114678

Cited by 5 publications

(1 citation statement)

References 32 publications

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“…Pan, W, proposed a comprehensive design process that integrates a flexible parametric model, an interdisciplinary evaluation criteria framework, and multi-objective optimization (MOO) with post-processing tools [17]. Dong, YR, et al, utilized algorithms to create a simulation testbed that elucidates the control law governing viscoelastic dampers' impact on the seismic response of reinforced concrete frame structures [18]. Gong, J, et al, based their work on the seismic vulnerability analysis method (N-MASI-SFAM) and developed three analytical models to investigate the seismic vulnerability of transmission towers and lines under multiangle seismic impacts [19,20].…”

Section: Introductionmentioning

confidence: 99%

Enhancing transmission type frame structures: A BBO algorithm-based integrated design approach

Yang,

Wang

2024

PLoS ONE

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The stable and site-specific operation of transmission lines is a crucial safeguard for grid functionality. This study introduces a comprehensive optimization design method for transmission line crossing frame structures based on the Biogeography-Based Optimization (BBO) algorithm, which integrates size, shape, and topology optimization. By utilizing the BBO algorithm to optimize the truss structure’s design variables, the method ensures the structure’s economic and practical viability while enhancing its performance. The optimization process is validated through finite element analysis, confirming the optimized structure’s compliance with strength, stiffness, and stability requirements. The results demonstrate that the integrated design of size, shape, and topology optimization, as opposed to individual optimizations of size or shape and topology, yields the lightest structure mass and a maximum stress of 151.4 MPa under construction conditions. These findings also satisfy the criteria for strength, stiffness, and stability, verifying the method’s feasibility, effectiveness, and practicality. This approach surpasses traditional optimization methods, offering a more effective solution for complex structural optimization challenges, thereby enhancing the sustainable utilization of structures.

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