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层状断裂顶板锚拉支架系统的分叉研究
引用本文:侯公羽,陶龙光,李先炜,周予启,韩彦辉. 层状断裂顶板锚拉支架系统的分叉研究[J]. 岩石力学与工程学报, 2000, 19(1): 77-77
作者姓名:侯公羽  陶龙光  李先炜  周予启  韩彦辉
作者单位:1. 中国矿业大学北京研究生部,北京,100083
2. 中建一局四公司,北京,100102
3. 美国俄克拉荷马大学,美国
基金项目:国家教委博士点基金!(9529004),煤炭工业部基金!(96-317)资助项目
摘    要:在以前工作的基础上,对同时考虑块体沿对角线变形和沿支座处的水平变形两个因素引起的稳定性问题进行了初步的数值求解,讨论了解曲线即平衡路径的稳定性及系统的静态分叉特征;分析了层状断裂顶板锚拉支架系统的运动失稳机制,并给出了系统的运动稳定条件。

关 键 词:稳定性 分叉特性 断裂顶板 锚拉支架 矿井
收稿时间:1998-10-05
修稿时间:1999-12-06

STUDY ON THE BIFURCATION BEHAVIOUR OF TRUSS SUPPORT SYSTEM UNDER STRATIFIED AND FRACTURED ROOF
Hou Gongyu,Tao Longguang,Li Xianwei,Zhou Yuqi,Han Yanhui. STUDY ON THE BIFURCATION BEHAVIOUR OF TRUSS SUPPORT SYSTEM UNDER STRATIFIED AND FRACTURED ROOF[J]. Chinese Journal of Rock Mechanics and Engineering, 2000, 19(1): 77-77
Authors:Hou Gongyu  Tao Longguang  Li Xianwei  Zhou Yuqi  Han Yanhui
Abstract:Based on the mechanical models for the system of fractured roof and truss, the numerical solution of stability is studied with the deformation of blocks along diagonal direction and horizontal direction at support. The stability of curves, namely the stability of balance route in the movement of roof structure is analyzed. The static bifurcation behaviour of the system is discussed. The mechanism of instability in the movement of roof structures is also analyzed, and the conditions of stability in the movement of the system are given.
Keywords:stability   bifurcation behaviour   fractured roof   truss
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