Behavioral Study of Users When Interacting with Active Honeytokens

2016 ◽  
Vol 18 (3) ◽  
pp. 1-21 ◽  
Author(s):  
Asaf Shabtai ◽  
Maya Bercovitch ◽  
Lior Rokach ◽  
Ya'akov (Kobi) Gal ◽  
Yuval Elovici ◽  
...  
Keyword(s):  
Behavioral Study

The functions of anger in moral courage—Insights from a behavioral study.

Emotion ◽  
2020 ◽  
Author(s):  
Julia Sasse ◽  
Anna Halmburger ◽  
Anna Baumert
Keyword(s):  
Moral Courage ◽  
Behavioral Study

Pain Representations in the Self and Others: A Behavioral Study of the Congruency Effect

2013 ◽  
Vol 44 (11) ◽  
pp. 1515-1522 ◽  
Author(s):  
Jing MENG ◽  
Lin SHEN ◽  
Zhen-Yong LV ◽  
Zhou YANG ◽  
Hong CHEN ◽  
...  
Keyword(s):  
Congruency Effect ◽  
The Self ◽  
Behavioral Study

scholarly journals On the environment-destructive probabilistic trends: A perceptual and behavioral study on video game players

2021 ◽  
Vol 65 ◽  
pp. 101530
Author(s):  
Quan-Hoang Vuong ◽  
Manh-Toan Ho ◽  
Minh-Hoang Nguyen ◽  
Thanh-Hang Pham ◽  
Thu-Trang Vuong ◽  
...  
Keyword(s):  
Video Game ◽  
Behavioral Study ◽  
Game Players

Design Guidance for Freeway Main-Line Ramp Terminals

2012 ◽  
Vol 2309 (1) ◽  
pp. 48-60 ◽  
Author(s):  
Darren J. Torbic ◽  
Jessica M. Hutton ◽  
Courtney D. Bokenkroger ◽  
Marcus A. Brewer
Keyword(s):  
Field Study ◽  
Driver Behavior ◽  
Main Line ◽  
Behavioral Study ◽  
Crash Analysis ◽  
Vehicle Performance ◽  
Green Book ◽  
Improved Design ◽  
Parallel Acceleration ◽  
Design Guidance

This paper presents the results of a study to develop improved design guidance for freeway main-line ramp terminals on the basis of modern driver behavior and vehicle performance capabilities. The primary steps included a crash analysis, an observational field study, and a driver behavioral study. This research reached several key conclusions, as follows. Vehicle merging speeds tend to be closer to freeway speeds at tapered acceleration lanes than at parallel acceleration lanes. The recommended minimum lengths for acceleration lanes presented in the 2004 edition of AASHTO's A Policy on Geometric Design of Highways and Streets (Green Book) are conservative and, under certain conditions, could be reduced by 15%. In a situation in which a significant volume of trucks uses an entrance ramp, an acceleration lane length that will better accommodate trucks can be derived by using speed–distance curves developed for a range of weight-to-power ratios. The recommended minimum lengths for deceleration lanes presented in the 2004 Green Book are conservative and do not account for deceleration in the freeway. Providing deceleration lanes longer than the minimum values given in the Green Book may promote casual deceleration by exiting drivers. Several potential changes for consideration in the next edition of the Green Book are recommended on the basis of the findings and conclusions of this research.

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