期刊文献+

基于HR方法的解决Y2K的系统方案

System Solution Based on HR Method to Y2K Problem
下载PDF
导出
摘要 本文详细阐述了采用混合基底 (HybridRadix)方法在解决大型主机系统上的COBOL程序Y2K问题的系统框架和具体实现策略 .HR方法避免了传统方法中必须准确找出软件系统所有与年代有关数据空间的风险 ,很大程度上提高了解决传代软件系统中Y2K问题的速度 ,降低了转化代价 . The authors specify system architecture of Y2K solutions to COBOL programs in mainframe system with a new method based on Hybrid Radix,and present some concrete implementing strategies.HR method avoids the risks in some traditional methods,which require accurately digging out all of the data concerned with years.This method to a large extent improves the speed of Y2K solutions to legacy system,and reduces the conversion expense.
作者 李莹 李赣生
出处 《电子学报》 EI CAS CSCD 北大核心 2000年第5期84-87,共4页 Acta Electronica Sinica
关键词 两千年问题 软件重建工程 计算机 COBOL程序 Y2K hybrid radix sliding windowing legacy system software reengineering
  • 相关文献

参考文献5

二级参考文献52

  • 1马宏旺,吕西林,陈晓宝.建筑结构“中震可修”性能指标的确定方法[J].工程抗震与加固改造,2005,27(5):26-32. 被引量:17
  • 2冯鹏,叶列平,黄羽立.受弯构件的变形性与新的性能指标的研究[J].工程力学,2005,22(6):28-36. 被引量:44
  • 3FEMA 273 NEHRP guidelines and commentary for seismic rehabilitation of buildings [ S ]. Washington DC, USA: Federal Emergency Management Agency, 1997.
  • 4FEMA 356 Prestandard and commentary for the seismic rehabilitation of buildings[ S]. Washington DC, USA: Federal Emergency Management Agency, 2000.
  • 5FEMA 445 Next-generation performance-based seismic design guidelines: program plan for new and existing buildings [ S]. Washington DC, USA : Federal Emergency Management Agency, 2007.
  • 6Report of the seventh joint planning meeting of NEES/ E-defense collaborative research on earthquake engineering[ R]. PEER 2010/109. Berkeley: University of California, Berkeley, 2010.
  • 7Roh H. Seismic behavior of structures using rocking columns and viscous dampers [ D ]. Buffalo : University at Buffalo, The State University of New York. Department of Civil, Structural and Environmental Engineering, 2007.
  • 8Housner G W. The behavior of inverted pendulum structures during earthquakes [ J ]. Bulletin of the Seismological Society of America, 1963, 53 (2) : 403- 417.
  • 9Hukelbridge A A, Clough R W. Preliminary experimental study of seismic uplift of a steel frame [ R ]. Report No. UCB/EERC-77/22. Berkely: University of California, Berkely, 1977.
  • 10Hukelbridge A A. Earthquake simulation tests of a nine story steel frame with columns allowed to uplift [ R ]. Report No. UCB/EERC-77/23. Berkely: University of California, Berkely, 1977.

共引文献242

相关作者

内容加载中请稍等...

相关机构

内容加载中请稍等...

相关主题

内容加载中请稍等...

浏览历史

内容加载中请稍等...
;
使用帮助 返回顶部