Bridge Girth: A Unifying Notion in Network Design
December 22, 2022 Β· Declared Dead Β· π IEEE Annual Symposium on Foundations of Computer Science
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Authors
Greg Bodwin, Gary Hoppenworth, Ohad Trabelsi
arXiv ID
2212.11944
Category
cs.DS: Data Structures & Algorithms
Cross-listed
math.CO
Citations
7
Venue
IEEE Annual Symposium on Foundations of Computer Science
Last Checked
4 months ago
Abstract
A classic 1993 paper by AlthΕfer et al. proved a tight reduction from spanners, emulators, and distance oracles to the extremal function $Ξ³$ of high-girth graphs. This paper initiated a large body of work in network design, in which problems are attacked by reduction to $Ξ³$ or the analogous extremal function for other girth concepts. In this paper, we introduce and study a new girth concept that we call the bridge girth of path systems, and we show that it can be used to significantly expand and improve this web of connections between girth problems and network design. We prove two kinds of results: 1) We write the maximum possible size of an $n$-node, $p$-path system with bridge girth $>k$ as $Ξ²(n, p, k)$, and we write a certain variant for "ordered" path systems as $Ξ²^*(n, p, k)$. We identify several arguments in the literature that implicitly show upper or lower bounds on $Ξ², Ξ²^*$, and we provide some polynomially improvements to these bounds. In particular, we construct a tight lower bound for $Ξ²(n, p, 2)$, and we polynomially improve the upper bounds for $Ξ²(n, p, 4)$ and $Ξ²^*(n, p, \infty)$. 2) We show that many state-of-the-art results in network design can be recovered or improved via black-box reductions to $Ξ²$ or $Ξ²^*$. Examples include bounds for distance/reachability preservers, exact hopsets, shortcut sets, the flow-cut gaps for directed multicut and sparsest cut, an integrality gap for directed Steiner forest. We believe that the concept of bridge girth can lead to a stronger and more organized map of the research area. Towards this, we leave many open problems, related to both bridge girth reductions and extremal bounds on the size of path systems with high bridge girth.
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