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Economists estimate investment gains and currency fluctuations in the reserve holdings likely account for another $15 billion to $20 billion of each quarter's increase.

经济学家估计,每个季度投资获利和汇率波动产生的外汇储备增量在150至200亿美元之间。

Provide the smallest increase in cost per unit of time.

提供单位时间的最小成本增量

In the 1980s. The Analysis of Large Plastic Incremental Deformation program was developed at the Battelle Memorial Institute under sponsorship by the U.S. Air Force to support the development of gas-turbine forgings, to be used in the Advanced Tactical Fighter and other USAF systems.

到了80年代,巴特尔纪念研究所在美国空军的赞助下开发了大型塑性增量变形分析程序,用于支持燃气轮机锻造的开发,用于先进的战术战斗机和其他美国空军系统。

Because DHT methods just provide exact-match query facility, not satisfying the flexible query requirements, the paper also discusses a scalable, flexible multi-keyword resource located technology. The paper proposes the filtering conjunctive operation scheme similar with distributed database. It also includes an incremental search over the peers to decrease the query latency and bandwidth consumed. Lastly we investigate the popularity of user search behaviors and provide the cache strategy to reduce the overhead associated with operations spread across the wide area to provide the efficient resource query and access in scalable P2P system.

由于分布式哈希路由算法只能提供精确的资源定位,不能满足人们灵活的查找需求,因此本论文也讨论了一种便于扩展,灵活的多关键字资源搜索与信息服务技术,提出类似分布式数据库的过滤器连接算法,并采用增量式查找算法减少查询延迟及带宽消耗,利用缓存策略加速查询,以期为大规模的P2P网络提供高性能的资源搜索与数据访问服务。

The Government has a plan to organize and, after finishing the processing of land reserves, will form new incremental supply.

政府已计划组织和后整理加工的土地储备,将形成新的增量供应。

Accumulators framework to create new accumulators and how to use the existing statistical accumulators to perform incremental statistical computation.

Accumulators 框架来创建一个新的累加器,以及如何使用已有的统计累加器来执行增量统计计算。

An increase of 1 in magnitude corresponds to a decrease in brightness by a factor of 100^(1/5)= 2.51188... Using this scale, it was found that the stars traditionally placed in the same category sometimes had brightnesses that fall outside the numerical bounds for that category.

增量1在巨大对应于在亮光的a减退由因素100^ (1/5)= 2.51188… Using这个标度,发现星传统上安置了 in同一个类别有时有在之外下跌的亮光那个类别的the数字区域。

The urban lay-out and overall traffic pattern will require a reform in substance, so as to promote the sound development of reform and opening-up, as well as the social economy.

面对新时期,简单的增量配套已经无法从根本上解决大城市交通滞后问题,城市布局和整体交通格局需要有质的变革,并以此促进改革开放和社会经济的健康发展。

Such parameters as the percentage of ordinary reinforcment, amounts and configuration of unbonded prestressed tendons, the ratio of span to depth and the loading patterns were considered. Based on the results, the fomula for the eqivalent length of deformation zone on the beams at ultimate were developed. A simple formula was developed for the ultimate mid-span deflection of concrete beams with concept of equivalent length of deformation zone, and the deformation of beam before internal reinforcement yielding was predicted by the traditional formula for the deformation of partically prestressed concrete beam. Then an analytical model was deduced for analyzing the ultimate stress increment in those concrete beams prestressed with external or internal unbonded tendons based on the mid-span deflection.(4) Testes were carried out on a thin-walled concrete box beam presressed with external CFRP tendons to study its short-term performances under uniform load, long-term behaviors under uniform load, and full-time performance under four-point load in turn.

3以体内非预应力钢筋配筋率、体外预应力筋配筋率、体外预应力筋布置形式、预应力度、跨高比、荷载形式等为参数,用非线性分析程序对体预应力筋混凝土梁进行了参数分析,依据分析结果提出了以综合配筋指标和预应力度为参数的等效变形区长度的计算公式,进而提出了基于等效变形区长度的极限挠度计算公式;体内非预应力钢筋屈服前的挠度计算采用常用的部分预应力混凝土梁挠度计算公式;依据试验和非线性数值计算结果,将不同转向块布置形式的体外预应力混凝土梁简化为跨中一个转向块的体外预应力混凝土梁,推导了基于跨中挠度的体外预应力筋应力增量的简化计算公式。

Such parameters as the percentage of ordinary reinforcment, amounts and configuration of unbonded prestressed tendons, the ratio of span to depth and the loading patterns were considered. Based on the results, the fomula for the eqivalent length of deformation zone on the beams at ultimate were developed. A simple formula was developed for the ultimate mid-span deflection of concrete beams with concept of equivalent length of deformation zone, and the deformation of beam before internal reinforcement yielding was predicted by the traditional formula for the deformation of partically prestressed concrete beam. Then an analytical model was deduced for analyzing the ultimate stress increment in those concrete beams prestressed with external or internal unbonded tendons based on the mid-span deflection.(4) Testes were carried out on a thin-walled concrete box beam presressed with external CFRP tendons to study its short-term performances under uniform load, long-term behaviors under uniform load, and full-time performance under four-point load in turn.

3以体内非预应力钢筋配筋率、体外预应力筋配筋率、体外预应力筋布置形式、预应力度、跨高比、荷载形式等为参数,用非线性分析程序对体预应力筋混凝土梁进行了参数分析,依据分析结果提出了以综合配筋指标和预应力度为参数的等活动房效变形区长度的计算公式,进而提出了基于等效变形区长度的极限挠度计算公式;体内非预应力钢筋屈服前的挠度计算采用常用的部分预应力混凝土梁挠度计算公式;依据试验和非线性数值计算结果,将不同转向块布置形式的体外预应力混凝土梁简化为跨中一个转向块的体外预应力混凝土梁,推导了基于跨中挠度的体外预应力筋应力增量的简化计算公式。

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