核心宽度对支腿支撑结构优化分析的影响

Xin Chen, Guo‐Kang Er, Vai Pan Iu
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引用次数: 0

摘要

摘要 本文通过考虑核心墙宽度的影响,建立了支腿支撑结构的控制方程。柱中的轴向力被视为未知数,在制定控制方程时考虑了柱轴向变形的相容性。然后,通过最小化核心筒中心壁的顶部漂移,计算出支腿最佳位置的控制方程。随后,数值研究了核心墙宽度对支腿最佳位置、漂移减小效率和力矩减小效率的影响。本文给出了一些结果,供支腿支撑结构的初步设计参考。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Influence of core width on the optimization analysis of the outrigger‐braced structure
SummaryIn this paper, the governing equations of the outrigger‐braced structure are formulated by considering the influence of core‐wall width. The axial forces in the columns are considered as unknowns and the compatibility of the column's axial deformation is considered in formulating the governing equations. Then, the governing equations for the optimum locations of outriggers are formulated by minimizing the top drift of central core wall. After that, the influence of core‐wall width on the optimum outrigger locations, the drift‐reduction efficiency and moment‐reduction efficiency is investigated numerically. Some results are presented for the reference in the preliminary design of the outrigger‐braced structures.
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