假定有

• For example , suppose you have a sql server scripts project that has several scripts for creation of tables and stored procedures in your database
  例如，假定有一个sql server脚本项目，该项目具有多个用于在数据库中创建表和存储过程的脚本。
• However , if you assume a specific compiler and a specific system , it may be doable , and fortunately , with gcc on linux , it is
  不过，如果假定有一个特定编译器和一个特定系统，那么可能可以这样做，幸运的是，对于linux上的gcc ，恰好是这种情况。
• For example , suppose you have a method on a type that is part of a transaction , and hence is bound by the rules specific to the context in which it was created
  例如，假定有一个某类型上的方法，该类型是事务的一部分，因而受到特定于在其中创建它的上下文的规则的约束。
• For example , suppose you have a program that downloads a file from the internetthe download could take a long time , preventing the user from doing other things until the download is finished
  例如，假定有一个程序从internet上下载文件此下载可能需要花费很长一段时间，那么在下载完成之前的这段时间里用户将无法做其他事情。
• Key pairs work in the following manner : assume you have two entities - entity a and entity b . entity a has to send an encrypted message to entity b . entity a obtains entity b s public key and uses it to encrypt the message
  密钥对的工作原理如下：假定有两个实体实体a和实体b 。实体a已经向实体b发送了一条加密的消息。实体a取得了实体b的公钥并用它加密消息。
• Judges assume there could exist adverse facts and produce reasonable doubt . with the increase of evidences and advance of arguments , the judge come to the state of good faith and determine the fact of the case
  两大法系的陪审裁判或法官裁判，都假定有反对事实存在的可能，并多作合理的疑问；然后凭合理的证据确保何种事实存在而为合理的判断，藉以排除疑问。
• The calculation of the portfolio risk is same too . if the daily return rate of each stock is accordance with normal distribution , the daily return rate of the portfolio also is conformed to normal distribution . so , we could predict the market value of portfolio in next trade day , and the risk of portfolio could be measured
  计算自营业务中投资组合的风险方法类似，假定有一投资组合存在，在组合中的个股的日收益率符合正态分布的前提下，可以得出这一组合的收益率也是呈正态分布的，利用var模型预测出下一交易日投资组合的收盘市值。
• It was shown that when the soil pressure on the stepped rsrw was relatively small , its distribution form was zigzag , and would be affected evidently by unloading function of the step ; the potential fracture surface of the stepped rsrw was obviously different from the 0 . 3h fracture surface proposed by the usual hypothesis , and would change with height - width ratio of the wall ; finally , its deformation characteristics were different from the vertical rsrw with single step
  测试表明：台阶式加筋土挡墙的墙后土压力较小，呈锯齿形分布，明显受台阶卸载的影响；潜在破裂面与0 . 3h破裂面假定有较大差异，并随挡墙的高宽比变化而变化；变形特征不同于单级直立式挡墙。