Free Will

2012-09-01
Kara, Onur
Show full item record
Creative Commons License
This work is licensed under a Creative Commons Attribution-NonCommercial-NoDerivatives 4.0 International License.
100
views
0
downloads
https://hdl.handle.net/11511/56321
POLITICAL STUDIES REVIEW
Department of Political Science and Public Administration, Article

Suggestions

Free relatives in Croatian: An argument for the comp account
Gracanın Yüksek, Martına (MIT Press - Journals, 2008-03-01)
The article argues for the Comp account (e.g., Groos and Van Riems-dijk 1981) over the head account (e.g., Bresnan and Grimshaw 1978) of free relatives (FRs), on the basis of several converging arguments from Croatian. Evidence from reconstruction effects shows that the wh-phrase introducing a free relative (WHFR) originates inside the relative clause and wh-moves to its surface position. In addition, arguments from clitic placement show that the derived position of the WHFR is no higher than Spec,CP of the...
Free gait generation with reinforcement learning for a six-legged robot
Erden, Mustafa Suphi; Leblebicioğlu, Mehmet Kemal (Elsevier BV, 2008-03-31)
In this paper the problem of free gait generation and adaptability with reinforcement learning are addressed for a six-legged robot. Using the developed free gait generation algorithm the robot maintains to generate stable gaits according to the commanded velocity. The reinforcement learning scheme incorporated into the free gait generation makes the robot choose more stable states and develop a continuous walking pattern with a larger average stability margin. While walking in normal conditions with no ext...
Free and forced vibration of cross-ply laminated composite shallow arches
Khdeir, AA; Reddy, JN (1997-04-01)
A model for the dynamic behavior of a laminated composite shallow arch is developed from shallow shell theory. Linear equations of motion are derived for thin, moderately thick and thick arches. Free vibration of the arch is explored and exact natural frequencies of the third-order, second-order, first-order and classical arch theories are determined for various boundary conditions. A generalized modal approach is presented to solve the dynamic response of cross-ply laminated arches with arbitrary boundary ...
Free and forced vibration analysis of beams carrying discrete masses.
Demirer, Erden Ş; Özgüven, Hasan Nevzat; Department of Mechanical Engineering (1982)
Taking Liberties
Jassal, Smita Tewari (Duke Univ. Press, Durham (NC), USA , 2012-03-01)
Citation Formats
O. Kara, “Free Will,” POLITICAL STUDIES REVIEW, pp. 397–397, 2012, Accessed: 00, 2020. [Online]. Available: https://hdl.handle.net/11511/56321.
METU IIS - Integrated Information Service open@metu.edu.tr