1,456 research outputs found

    Parameterized Complexity of Geodetic Set

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    A vertex set S of a graph G is geodetic if every vertex of G lies on a shortest path between two vertices in S. Given a graph G and k ? ?, the NP-hard Geodetic Set problem asks whether there is a geodetic set of size at most k. Complementing various works on Geodetic Set restricted to special graph classes, we initiate a parameterized complexity study of Geodetic Set and show, on the negative side, that Geodetic Set is W[1]-hard when parameterized by feedback vertex number, path-width, and solution size, combined. On the positive side, we develop fixed-parameter algorithms with respect to the feedback edge number, the tree-depth, and the modular-width of the input graph

    On the Computational Complexity of the Strong Geodetic Recognition Problem

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    A strong geodetic set of a graph~G=(V,E)G=(V,E) is a vertex set~S⊆V(G)S \subseteq V(G) in which it is possible to cover all the remaining vertices of~V(G)∖SV(G) \setminus S by assigning a unique shortest path between each vertex pair of~SS. In the Strong Geodetic problem (SG) a graph~GG and a positive integer~kk are given as input and one has to decide whether~GG has a strong geodetic set of cardinality at most~kk. This problem is known to be NP-hard for general graphs. In this work we introduce the Strong Geodetic Recognition problem (SGR), which consists in determining whether even a given vertex set~S⊆V(G)S \subseteq V(G) is strong geodetic. We demonstrate that this version is NP-complete. We investigate and compare the computational complexity of both decision problems restricted to some graph classes, deriving polynomial-time algorithms, NP-completeness proofs, and initial parameterized complexity results, including an answer to an open question in the literature for the complexity of SG for chordal graphs

    Algorithms and Complexity for Geodetic Sets on Planar and Chordal Graphs

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    We study the complexity of finding the geodetic number on subclasses of planar graphs and chordal graphs. A set S of vertices of a graph G is a geodetic set if every vertex of G lies in a shortest path between some pair of vertices of S. The Minimum Geodetic Set (MGS) problem is to find a geodetic set with minimum cardinality of a given graph. The problem is known to remain NP-hard on bipartite graphs, chordal graphs, planar graphs and subcubic graphs. We first study MGS on restricted classes of planar graphs: we design a linear-time algorithm for MGS on solid grids, improving on a 3-approximation algorithm by Chakraborty et al. (CALDAM, 2020) and show that MGS remains NP-hard even for subcubic partial grids of arbitrary girth. This unifies some results in the literature. We then turn our attention to chordal graphs, showing that MGS is fixed parameter tractable for inputs of this class when parameterized by their treewidth (which equals the clique number minus one). This implies a linear-time algorithm for k-trees, for fixed k. Then, we show that MGS is NP-hard on interval graphs, thereby answering a question of Ekim et al. (LATIN, 2012). As interval graphs are very constrained, to prove the latter result we design a rather sophisticated reduction technique to work around their inherent linear structure

    Computing metric hulls in graphs

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    We prove that, given a closure function the smallest preimage of a closed set can be calculated in polynomial time in the number of closed sets. This confirms a conjecture of Albenque and Knauer and implies that there is a polynomial time algorithm to compute the convex hull-number of a graph, when all its convex subgraphs are given as input. We then show that computing if the smallest preimage of a closed set is logarithmic in the size of the ground set is LOGSNP-complete if only the ground set is given. A special instance of this problem is computing the dimension of a poset given its linear extension graph, that was conjectured to be in P. The intent to show that the latter problem is LOGSNP-complete leads to several interesting questions and to the definition of the isometric hull, i.e., a smallest isometric subgraph containing a given set of vertices SS. While for ∣S∣=2|S|=2 an isometric hull is just a shortest path, we show that computing the isometric hull of a set of vertices is NP-complete even if ∣S∣=3|S|=3. Finally, we consider the problem of computing the isometric hull-number of a graph and show that computing it is Σ2P\Sigma^P_2 complete.Comment: 13 pages, 3 figure

    On Graphs Coverable by k Shortest Paths

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    We show that if the edges or vertices of an undirected graph G can be covered by k shortest paths, then the pathwidth of G is upper-bounded by a function of k. As a corollary, we prove that the problem Isometric Path Cover with Terminals (which, given a graph G and a set of k pairs of vertices called terminals, asks whether G can be covered by k shortest paths, each joining a pair of terminals) is FPT with respect to the number of terminals. The same holds for the similar problem Strong Geodetic Set with Terminals (which, given a graph G and a set of k terminals, asks whether there exist binom(k,2) shortest paths, each joining a distinct pair of terminals such that these paths cover G). Moreover, this implies that the related problems Isometric Path Cover and Strong Geodetic Set (defined similarly but where the set of terminals is not part of the input) are in XP with respect to parameter k

    On the hull and interval numbers of oriented graphs

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    In this work, for a given oriented graph DD, we study its interval and hull numbers, denoted by in(D){in}(D) and hn(D){hn}(D), respectively, in the geodetic, P3{P_3} and P3∗{P_3^*} convexities. This last one, we believe to be formally defined and first studied in this paper, although its undirected version is well-known in the literature. Concerning bounds, for a strongly oriented graph DD, we prove that hng(D)≤m(D)−n(D)+2{hn_g}(D)\leq m(D)-n(D)+2 and that there is a strongly oriented graph such that hng(D)=m(D)−n(D){hn_g}(D) = m(D)-n(D). We also determine exact values for the hull numbers in these three convexities for tournaments, which imply polynomial-time algorithms to compute them. These results allows us to deduce polynomial-time algorithms to compute hnP3(D){hn_{P_3}}(D) when the underlying graph of DD is split or cobipartite. Moreover, we provide a meta-theorem by proving that if deciding whether ing(D)≤k{in_g}(D)\leq k or hng(D)≤k{hn_g}(D)\leq k is NP-hard or W[i]-hard parameterized by kk, for some i∈Z+∗i\in\mathbb{Z_+^*}, then the same holds even if the underlying graph of DD is bipartite. Next, we prove that deciding whether hnP3(D)≤k{hn_{P_3}}(D)\leq k or hnP3∗(D)≤k{hn_{P_3^*}}(D)\leq k is W[2]-hard parameterized by kk, even if the underlying graph of DD is bipartite; that deciding whether inP3(D)≤k{in_{P_3}}(D)\leq k or inP3∗(D)≤k{in_{P_3^*}}(D)\leq k is NP-complete, even if DD has no directed cycles and the underlying graph of DD is a chordal bipartite graph; and that deciding whether inP3(D)≤k{in_{P_3}}(D)\leq k or inP3∗(D)≤k{in_{P_3^*}}(D)\leq k is W[2]-hard parameterized by kk, even if the underlying graph of DD is split. We also argue that the interval and hull numbers in the oriented P3P_3 and P3∗P_3^* convexities can be computed in polynomial time for graphs of bounded tree-width by using Courcelle's theorem

    Superficial simplicity of the 2010 El Mayor–Cucapah earthquake of Baja California in Mexico

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    The geometry of faults is usually thought to be more complicated at the surface than at depth and to control the initiation, propagation and arrest of seismic ruptures. The fault system that runs from southern California into Mexico is a simple strike-slip boundary: the west side of California and Mexico moves northwards with respect to the east. However, the M_w 7.2 2010 El Mayor–Cucapah earthquake on this fault system produced a pattern of seismic waves that indicates a far more complex source than slip on a planar strike-slip fault. Here we use geodetic, remote-sensing and seismological data to reconstruct the fault geometry and history of slip during this earthquake. We find that the earthquake produced a straight 120-km-long fault trace that cut through the Cucapah mountain range and across the Colorado River delta. However, at depth, the fault is made up of two different segments connected by a small extensional fault. Both segments strike N130° E, but dip in opposite directions. The earthquake was initiated on the connecting extensional fault and 15 s later ruptured the two main segments with dominantly strike-slip motion. We show that complexities in the fault geometry at depth explain well the complex pattern of radiated seismic waves. We conclude that the location and detailed characteristics of the earthquake could not have been anticipated on the basis of observations of surface geology alone

    Distribution of slip from 11 M_w > 6 earthquakes in the northern Chile subduction zone

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    We use interferometric synthetic aperture radar, GPS, and teleseismic data to constrain the relative location of coseismic slip from 11 earthquakes on the subduction interface in northern Chile (23°–25°S) between the years 1993 and 2000. We invert body wave waveforms and geodetic data both jointly and separately for the four largest earthquakes during this time period (1993 M_w 6.8; 1995 M_w 8.1; 1996 M_w 6.7; 1998 M_w 7.1). While the location of slip in the teleseismic-only, geodetic-only, and joint slip inversions is similar for the small earthquakes, there are differences for the 1995 M_w 8.1 event, probably related to nonuniqueness of models that fit the teleseismic data. There is a consistent mislocation of the Harvard centroid moment tensor locations of many of the 6 6 earthquakes, as well as three M_w > 7 events from the 1980s. All of these earthquakes appear to rupture different portions of the fault interface and do not rerupture a limited number of asperities
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