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Titlebook: ICSBE 2020; Proceedings of the 1 Ranjith Dissanayake,Priyan Mendis,Shiromal Fernand Conference proceedings 2022 The Editor(s) (if applicabl

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樓主: SPARK
21#
發(fā)表于 2025-3-25 07:01:47 | 只看該作者
H. N. Hikkaduwaexponential upper bound for multi energy games (without parity) that could be derived from results in literature for games on VASS (vector addition systems with states). Second, we present an optimal symbolic and incremental algorithm to compute a finite-memory winning strategy (if one exists) in su
22#
發(fā)表于 2025-3-25 08:59:26 | 只看該作者
A. Selvaratnam,J. C. P. H. Gamage,G. I. P. De Silvahe fragment of . with the same restriction. Specifically, we introduce and study the syntactic fragment . (., for short), which consists of formulas in prenex normal form having a single temporal goal at a time for every strategy quantification of agents. We show that . is strictly more expressive t
23#
發(fā)表于 2025-3-25 13:36:25 | 只看該作者
W. D. M. Kularatne,H. H. H. Hasalanka,C. S. A. Siriwardanaunctionality and determinizability are expressed for the more general class of functional weighted automata over groups. This allows one to formulate within the same framework new results related to discounted sum automata and known results on sum and mean automata. Ratio automata do not fit within
24#
發(fā)表于 2025-3-25 19:07:49 | 只看該作者
J. H. P. R. U. Jayasekara,C. S. A. Siriwardana,D. Amaratunga,R. Haighy-exponentially many iterations, thus matching the optimal 2EXPTIME upper bound. For Petri nets, it can be implemented in EXPSPACE, again matching the optimal bound. We have implemented our algorithm and used it to verify safety properties of concurrent programs with asynchronous tasks.
25#
發(fā)表于 2025-3-25 23:21:15 | 只看該作者
26#
發(fā)表于 2025-3-26 00:26:03 | 只看該作者
27#
發(fā)表于 2025-3-26 07:19:57 | 只看該作者
28#
發(fā)表于 2025-3-26 12:12:55 | 只看該作者
29#
發(fā)表于 2025-3-26 15:08:42 | 只看該作者
30#
發(fā)表于 2025-3-26 17:50:00 | 只看該作者
Potential of Waste Rice Husk Ash to Reduce Propagation of Ground Vibration from Impact Piling: Charaduced by the impact piling were compared with local and international standards. A damping layer was introduced by using six different types of trenches: Rectangular open single trench, rectangular open double trench, trapezoidal open single trench, trapezoidal open double trench, a single trench fi
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