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自适应张弦梁结构的内力控制理论研究

RESEARCH ON FORCE CONTROL THEORY OF ADAPTIVE BEAM STING STRUCTURE

中文摘要英文摘要

自适应张弦梁结构是可根据外部荷载变化调节结构中的预应力实现对结构工作状态控制的智能结构。本文首先分析自适应张弦梁结构的工作机理;然后建立结构的内力状态方程;接着对在风吸作用下下弦拉索退出工作的内力控制问题进行分析,并建立相应的控制模型;再对在移动荷载作用下上弦梁受力不均匀的内力控制问题进行分析,根据移动荷载的大小和移动速度,将荷载空间划分为无时滞可控区域和有时滞控制区域,并以结构最合理内力分布状态为目标分别建立各可控区域内力控制模型;最后通过数值算例验证该类结构的工作性能。

daptive beam string structure was a form of intelligent structure, which can control the working status by adjusting the prestress of the structure according to the changes of external loads. Firstly, the working mechanism of the structure was analyzed. Next, the equations of structural force status were established. And then the force control problem of slack of the lower chord cable caused by the negative air pressure was analyzed, and the corresponding control models was built. Furthermore, the force control problem of inhomogeneous internal force of upper chord beam caused by the moving load was analyzed, while the load space was divided into controllable regions with time lag or not according to the magnitude and moving velocity of the moving loads. The control models of each controllable region are built respectively for optimising structural force status. Finally, a numerical example was conducted to verify the working performance of the structure.

程华强、罗尧治

工程基础科学

结构工程自适应张弦梁内力控制风吸作用移动荷载时滞可控区域

strucutral engineeringadaptive beam string structureforce controlnegative air pressuremoving loadtime lagcontrollable regions

程华强,罗尧治.自适应张弦梁结构的内力控制理论研究[EB/OL].(2012-12-20)[2025-08-18].http://www.paper.edu.cn/releasepaper/content/201212-522.点此复制

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