Mathematical characterizations and computational complexity of anti-slide puzzles

被引:1
|
作者
Minamisawa, Ko [1 ]
Uehara, Ryuhei [2 ]
Hara, Masao [3 ]
机构
[1] Flect Co Ltd, Tokyo 1050023, Japan
[2] Japan Adv Inst Sci & Technol, Sch Informat Sci, Nomi, Japan
[3] Tokai Univ, Dept Math Sci, Tokyo, Japan
关键词
Anti-slide puzzle; Interlock puzzle; Strongly NP-completeness; x-monotone; Convexity;
D O I
10.1016/j.tcs.2022.10.026
中图分类号
TP301 [理论、方法];
学科分类号
081202 ;
摘要
For a given set of pieces and a frame, an anti-slide puzzle asks us to arrange the pieces so that none of the pieces can slide in the frame. Since the first anti-slide puzzle that consists of dozens of cuboid pieces in 3D was invented, tons of anti-slide puzzles using pentominoes have been proposed. Some of them are not in a frame, which we call that interlock puzzles. In this paper, we investigate computational complexity of anti-slide puzzles and interlock puzzles in 2D. In previous work in theoretical computer science, a few models have been proposed for dealing with the notion of anti-slide, however, there exist gaps between these models and real puzzles. We first give mathematical characterizations of anti-slide puzzles and show the relationship between the previous work. Using a mathematical characterization, we give a polynomial time algorithm for determining if a given arrangement of polyominoes is anti-slide or not in a model. Next, we prove that the decision problem whether a given set of polyominoes can be arranged to be anti-slide or not is strongly NP-complete even if every piece is x-monotone. On the other hand, a set of pieces cannot be arranged to be interlocked if all pieces are convex polygons.(c) 2022 The Author(s). Published by Elsevier B.V. This is an open access article under the CC BY license (http://creativecommons.org/licenses/by/4.0/).
引用
收藏
页码:216 / 226
页数:11
相关论文
共 50 条
  • [42] New method of designing anti-slide piles——the strength reduction FEM
    Zheng Yingren1
    2. School of Safety Science and Engineering
    EngineeringSciences, 2010, 8 (03) : 2 - 11
  • [43] The Dynamic Responses of Anti-slide Piles Reinforced in the Rubble Soil Landslide
    Sun, Feng
    Kong, Jiming
    Cai, Qiang
    A, Fayou
    Cui, Yun
    ARCHITECTURE AND BUILDING MATERIALS, PTS 1 AND 2, 2011, 99-100 : 379 - 382
  • [44] Full process of static and dynamic performances of cantilever anti-slide pile
    Zheng Tong
    Liu Hong-shuai
    Yuan Xiao-ming
    Tu Jie-wen
    Tang Ai-ping
    Qi Wen-hao
    ROCK AND SOIL MECHANICS, 2018, 39 (03) : 854 - 862
  • [45] Modeling Riverbank Slope Reinforcement Using Anti-Slide Piles with Geocells
    Liu, Zhen
    Liu, Pengzhen
    Zhou, Cuiying
    Li, Yasheng
    Zhang, Lihai
    JOURNAL OF MARINE SCIENCE AND ENGINEERING, 2021, 9 (04)
  • [46] Numerical analysis of soil-arch effect of anti-slide piles
    Xia, Yuanyou
    Zheng, Xiaoyan
    Rui, Rui
    LANDSLIDES AND ENGINEERED SLOPES: FROM THE PAST TO THE FUTURE, VOLS 1 AND 2, 2008, : 1011 - +
  • [47] Analysis of the experimental mechanism of deeply buried anti-slide pile by FEM
    Song Ya-kun
    Zheng Ying-ren
    Lei Wen-jie
    ROCK AND SOIL MECHANICS, 2007, 28 : 63 - 68
  • [48] Study on designing system of anti-slide piles based on reliability theory
    Engineering Faculty, China University of Geosciences, Wuhan 430074, China
    不详
    Rock Soil Mech, 2006, SUPPL. (952-957):
  • [49] Anchoring Depth Research of Anti-Slide Piles of Anchor Bar in Soil
    Xunchang Li
    地学前缘, 2009, (S1) : 182 - 182
  • [50] Capacity Analysis of Anti-slide Pile With Concrete Filled Steel Tubular
    Hu, Xiao
    Gao, Yongtao
    ADVANCES IN CIVIL ENGINEERING, PTS 1-4, 2011, 90-93 : 23 - 27