摘要
提出了一种上弦为混凝土板、下弦为预应力索的新型预应力组合网架结构形式,利用有限元软件对其进行自振特性分析,得到了结构的各阶振型和自振频率;研究了不同预应力、边界条件、跨度、网架高度对索-混凝土板预应力组合网架结构自振特性的影响,得出了索-混凝土板预应力组合网架结构自振特性的一般规律.
This paper presents a new type of pre-stressed composite grids structure that the top chords are concrete slabs and the lower chords are pre-stressed cables. The natural vibration character -ristics are analyzed with finite element software, to get self-vibration frequency and grids different order vibration mode; and the influence of different pre-stressed, boundary conditions, different span and heights on natural frequencies of the cable-concrete slab pre-stressed composite grids structure is studied. The general conclusion of the natural vibration characteristics of the cable-concrete slab pre-stressed composite grids structure is obtained.
出处
《湘潭大学自然科学学报》
CAS
CSCD
北大核心
2010年第1期30-33,共4页
Natural Science Journal of Xiangtan University
基金
河北省建设厅科学技术处项目(2007-145)
关键词
索-混凝土板
预应力组合网架
自振特性
cable-concrete slab
pre-stressed composite grids
natural vibration characteristics