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Shor proposed a polynomial time algorithm for computing the order of one element in a multiplicative group using a quantum computer. Based on Miller's randomization, he then gave a factorization algorithm. But the algorithm has two shortcomings, the order must be even and the output might be a trivial factor. Actually, these drawbacks can be overcome if the number is an RSA modulus. Applying the special structure of the RSA modulus, an algorithm is presented to overcome the two shortcomings. The new algorithm improves Shor's algorithm for factoring RSA modulus. The cost of the factorization algorithm almost depends on the calculation of the order of 2 in the multiplication group. 相似文献
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L-B型组合式制动梁自投入运用以来,其结构经多次改进后已基本定型,段修工艺也已基本成熟,但相应的检修手段与工艺装备还不能完全满足检修的需要.为此,笔者对L-B型组合式制动梁在段修中存在的一些问题进行了统计分析,并提出了相应的改进建议. 相似文献
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分析了目前货车转向架检修中存在的问题,介绍了货车转向架检修工艺线设计的成功范例,并提出了优化设计的建议。 相似文献
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Introduction Factoring integers is generally thought to behard on a classical computer. But it is now heldthat prime factorization can be accomplished inpolynomial time on a quantum computer. This re-markable work is due to Shor[1]. For a given num-ber n, he gave a quantum computer algorithm forfinding the order r of an element x (mod n) insteadof giving a quantum computer algorithm for factor-ing n directly. The indirect algorithm is feasiblebecause factorization can be reduced to finding th… 相似文献
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为研究三塔自锚式悬索桥的索塔纵向刚度对结构整体受力的影响,首先,阐述了悬索桥的计算理论和增大悬索桥纵向刚度的方法,并对其中的增大中塔纵向抗弯刚度进行分析,通过建立全桥的分析模型,对某三塔自锚式悬索桥结构关键设计参数中的中边塔纵向抗弯刚度比分7种工况进行对比分析,得到了该桥中塔刚度对桥梁结构受力的影响规律,并给出了该桥中边塔刚度比的合理取值范围。结果表明:中塔纵向抗弯刚度的增加可以显著提高三塔自锚式悬索桥加劲梁的竖向刚度,而对两侧边塔的刚度影响不大;在活载作用下,中塔纵向抗弯刚度的增加使中塔的内部发生内力重分布;得出该桥的中边塔刚度比在1~1.5范围内较为合理,并给出了该桥中边塔刚度比的合理取值范围,为类似的工程建设提供参考。 相似文献
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