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Fault-Tolerant Spanners: Better and Simpler

机译:容错扳手:更好,更简单

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A natural requirement for many distributed structures is fault-tolerance: after some failures in the underlying network, whatever remains from the structure should still be effective for whatever remains from the network. In this paper we examine spanners of general graphs that are tolerant to vertex failures, and significantly improve their dependence on the number of faults r for all stretch bounds. For stretch k ≥ 3 we design a simple transformation that converts every k-spanner construction with at most f(n) edges into an r-fault- tolerant k-spanner construction with at most O(r~3 log n) · /(2n/r) edges. Applying this to standard greedy spanner constructions gives r-fault tolerant k-spanners with O(r~2n~(1+2/(k+1))) edges. The previous construction by Chechik, Langberg, Peleg, and Roddity [CLPR09 depends similarly on n but exponentially on r (approximately like k~r). For the case of k = 2 and unit edge-lengths, an O(r log n)-approximation is known from recent work of Dinitz and Krauthgamer [DK11], in which several spanner results are obtained using a common approach of rounding a natural flow-based linear programming relaxation. Here we use a different (stronger) LP relaxation and improve the approximation ratio to O(log n), which is, notably, independent of the number of faults r. We further strengthen this bound in terms of the maximum degree by using the Lovasz Local Lemma. Finally, we show that most of our constructions are inherently local by designing equivalent distributed algorithms in the LOCAL model of distributed computation.
机译:容错性是许多分布式结构的自然要求:在基础网络中发生某些故障之后,结构中剩余的内容对于网络中剩余的内容仍然应该有效。在本文中,我们研究了可容忍顶点故障的通用图的扳手,并在所有拉伸范围内显着改善了它们对故障数r的依赖性。对于拉伸k≥3,我们设计了一个简单的变换,将每个具有最多f(n)个边缘的k跨度构造转换为具有最多O(r〜3 log n)的r容错k跨度构造·/( 2n / r)边缘。将其应用于标准贪婪扳手构造可得到具有O(r〜2n〜(1 + 2 /(k + 1)))边的r容错k扳手。 Chechik,Langberg,Peleg和Roddity的先前构造[CLPR09类似地依赖于n,但指数地依赖于r(近似于k〜r)。对于k = 2和单位边长的情况,从Dinitz和Krauthgamer [DK11]的最新工作中已知O(r log n)逼近,其中使用通用的四舍五入自然方法获得了一些扳手结果。基于流的线性规划松弛。在这里,我们使用了不同的(更强的)LP弛豫,并提高了对O(log n)的近似率,这与故障数r无关。通过使用Lovasz Local Lemma,我们在最大程度上进一步加强了这一界限。最后,通过在分布式计算的本地模型中设计等效的分布式算法,我们证明了大多数构造固有地是本地的。

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