摘要
以工期优化基本原理和网络计划工作总时差性质为基础,对关键线路和次关键线路进行比较,设计出工期优化的所有可行方案,为进一步根据工程质量控制目标、投资控制目标和资源供应条件求得最佳方案提供技术路线。
Based on the period optimization basic principal and the total time difference features of network plan job,in order to get to supply technique route to the best scheme amd according to the engineering quality target,investment control target and resource supply,the key route and the vice-key route are compared to design all feasible period optimization schemes.
出处
《黄河水利职业技术学院学报》
2009年第3期30-32,共3页
Journal of Yellow River Conservancy Technical Institute
关键词
建筑工程
网络计划
工期优化
总时差
有效压缩时间
关键线路
construction engineering
network plan
period optimization
total time differences
compress time effectively
key route
