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基于可靠度的软岩巷道支护系统优化设计
引用本文:王长友,唐又驰,刘涛. 基于可靠度的软岩巷道支护系统优化设计[J]. 辽宁工程技术大学学报(自然科学版), 2005, 24(Z1): 11-13
作者姓名:王长友  唐又驰  刘涛
作者单位:辽宁工程技术大学,资源与环境工程学院,辽宁,阜新,123000
摘    要:依据基于可靠度的软岩巷道支护系统优化设计基本原理,建立了"投资-效益"准则的结构设计优化模型.利用BP神经网络对巷道翻修费用进行分析和预测,通过约束放松法确定优化设计方案和基于功能的支护系统目标可靠度.利用该优化设计方法对S2S10运输顺槽支护方案进行可靠性分析并给出了寿命周期内联合支护系统优化设计方案.

关 键 词:优化设计  巷道支护  可靠度  "  投资-效益"  准则
文章编号:1008-0562(2005)增刊-0011-03
修稿时间:2004-12-05

Optimal design of roadway supporting system in soft rocks based on structural reliability
WANG Chang-you,TANG You-chi,LIU Tao. Optimal design of roadway supporting system in soft rocks based on structural reliability[J]. Journal of Liaoning Technical University (Natural Science Edition), 2005, 24(Z1): 11-13
Authors:WANG Chang-you  TANG You-chi  LIU Tao
Abstract:Introduces the basic principle of the optimal design of roadway supporting system in soft rocks based on reliability and gives the establish ment of a modal of the structural optimization design. This paper analyzes and predicts remodeling cost by BP neural network, and gives the discussion on optimal design by releasing the restriction method and the target reliability performance-based of supporting system. The optimum designing method is used to analyse the reliability in the supporting discussion of S2S10 convergence in roadway, and gives the discussion on optimal design of the combined supporting system in life cycle.
Keywords:optimal design  roadway supporting  structural reliability  cost-benefit criterion
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