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山东建筑大学本科毕业设计(论文)外文文献及译文格式模版.doc

山东建筑大学本科毕业设计(论文)外文文献及译文格式模版.doc
山东建筑大学本科毕业设计(论文)外文文献及译文格式模版.doc

附件3:

(本科毕业论文)文献、资料题目:

院(部)

姓名:张三

学号:2001888888

指导教师:张九光

翻译日期:2005.6.30

山东建筑大学毕业设计(或毕业论文,二选一)外文文献及译文

,the National Institute of Standards and Technology (NIST) has been working to develop a new encryption standard to keep government information secure .The organization is in the final stages of an open process of selecting one or more algorithms ,or data-scrambling formulas ,for the new Advanced Encryption Standard (AES) and plans to make adecision by late summer or early fall .The standard is slated to go into effect next year . AES is intended to be a stronger ,more efficient successor to Triple Data Encryption Standard (3DES),which replaced the aging DES ,which was cracked in less than three days in July 1998.

“Until we have the AES ,3DES will still offer protection for years to come .So there is no need to immediately switch over ,”says Edward Roback , acting chief of the computer security division at NIST and chairman of the AES selection committee .“What AES will offer is a more efficient algorithm .It will be a federal standard ,but it will be widely implemented in the IT community .”

According to Roback ,efficiency of the proposed algorithms is measured by how fast they can encrypt and decrypt information ,how fast they can present an encryption key and how much information they can encrypt .

The AES review committee is also looking at how much space the algorithm takes up on a chip and how much memory it requires .Roback says the selection of a more efficient AES will also result in cost savings and better use of resources .

“DES was designed for hardware implementations ,and we are now living in a world of much more efficient software ,and we have learned an awful lot about the design of algorithms ,”says Roback .“When you start multiplying this with the billions of impl ementations done daily ,the saving on overhead on the networks will be enormous .”

……

外文原文一律用原文的打印或复印件,不准用word

重排后再打印。

中文及封面按学校要求。 符合标准才可存档。

山东建筑大学毕业设计(或毕业论文,二选一)外文文献及译文

- 2 -

以确保政府的信息安全。该组织目前正处于为新的先进加密标准(

AES )选择一个或几个算法或数据打乱公式的开放过程的最后阶段,并计划在夏末或秋初作出决定。此标准内定明年实施。

AES 预定为比三层数据加密标准(3DES)更强、更高效的后续标准,3DES 替代了老化的DES 加密标准,DES 在1998年7月在不到三天的时间内就被破译了。

NIST 计算机安全部的代理主管兼AES 选择委员会主席Edward Roback 说:“在我们拥有AES 之前,3DES 还将在今后几年提供保护。所以没有必要马上转换。AES 所提供的是一种更有效的算法。它将是一项联邦标准,但它将在IT 界广泛实施。”

据Roback 称,提议中的算法的效率是通过对信息加密和解密有多快、给出加密密钥有多快以及能对多少信息加密等几个方面进行测量的。

AES 评价委员会也要看算法占据芯片上多少空间和需要多少内存。Roback 说,选择一个更高效的AES 也会带来成本的节省和资源的更好利用。

Roback 说:“DES 是为硬件实现而设计的,而我们现在处于软件更高效的世界,我们对算法的设计有极多的了解。当我们开始大规模使用此算法,每天实现几十亿次的加密时,(算法带来的)网络开销的节省将是巨大的。”

……

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目 · ················ ····························Ⅲ ABSTRACT ·······································Ⅳ 1 前 言 1.1 空腹桁架钢框架的特点及研究意义....................1 1.2 空腹桁架钢框架的研究现状..............................................3 1.3 现有研究的不足及本文的研究内容. (5) 2 空腹桁架钢框架有限元建模及验证 2.1 引言..................................................................8 2.2 弹塑性分析方法简介...................................................12 2.3 ANSYS 在空腹桁架钢框架弹塑性分析中的应用............................18 2.4 ANSYS 分析模型正确性检验............................................20 2.4.1 ANSYS 分析模型概述.........21 2.4.1.1 ANSYS ........21 2.5 小结. (21) 3 3.1 引言.................................................................23 3.2 空腹桁架钢框架与普通钢框架力学性能对比...............................26 3.3 影响空腹桁架钢框架力学性能的因素. (29) 4 空腹桁架钢框架极限承载力试验研究 4.1 试验目的·····························································30 4.2 模型设计依据·························································32 4.3 试验概况·····························································35 4.4 试验过程描述·························································38 4.5 试验结果·························

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附件3: (本科毕业论文)文献、资料题目: 院(部) 专 班 姓名:张三 学号: 指导教师:张九光 翻译日期:2005.6.30

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Shear wall structural design of high-level framework Wu Jicheng Abstract: In this paper the basic concepts of manpower from the frame shear wall structure, analysis of the structural design of the content of the frame shear wall, including the seismic wall shear span ratio design, and a concrete structure in the most commonly used frame shear wall structure the design of points to note. Keywords: concrete; frame shear wall structure; high-rise buildings The wall is a modern high-rise buildings is an important building content, the size of the frame shear wall must comply with building regulations. The principle is that the larger size but the thickness must be smaller geometric features should be presented to the plate, the force is close to cylindrical. The wall shear wall structure is a flat component. Its exposure to the force along the plane level of the role of shear and moment, must also take into account the vertical pressure. Operate under the combined action of bending moments and axial force and shear force by the cantilever deep beam under the action of the force level to look into the bottom mounted on the basis of. Shear wall is divided into a whole wall and the associated shear wall in the actual project, a whole wall for example, such as general housing construction in the gable or fish bone structure film walls and small openings wall. Coupled Shear walls are connected by the coupling beam shear wall. But because the

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