Students' Drinking Status and Likelihood of Carrying a Weapon on Campus

2020 ◽  
Vol 30 (4) ◽  
Author(s):  
Gayle Walter ◽  
Peter Anderson ◽  
Michael Dunn ◽  
David Florkowski
Keyword(s):  
College Students ◽  
Binge Drinking ◽  
Weapon Carrying ◽  
Drinking Status ◽  
Interaction Term ◽  
The Difference ◽  
Different Levels ◽  
Alcohol Risk

The purpose of this study was to assess the association between different levels of alcohol risk, weapon carrying, and feeling of safety among 54,582 college students participating in the 2010 CORE Alcohol and Drug Survey. A higher number of binge drinking episodes was associated with higher likelihood of carrying a weapon. In addition, the interaction term in the model was significant which implies that the difference between those who feel safe and those who do not feel safe, in terms of carrying a weapon, is different for the levels of drinking risk.

Natural Reduction of Binge Drinking Among College Students

2013 ◽  
Author(s):  
Peter W. Vik ◽  
◽  
Tony Cellucci ◽  
Heath Ivers
Keyword(s):  
College Students ◽  
Binge Drinking

Binge Drinking in College Students: Self-Medication or Socialization?

2011 ◽  
Author(s):  
Jamie Graceffo ◽  
Caitlin Chun-Kennedy ◽  
Jeffrey A. Hayes
Keyword(s):  
College Students ◽  
Binge Drinking ◽  
Self Medication

scholarly journals Mode Shape-Based Damage Detection Method (MSDI): Experimental Validation

2021 ◽  
Vol 11 (10) ◽  
pp. 4589
Author(s):  
Ivan Duvnjak ◽  
Domagoj Damjanović ◽  
Marko Bartolac ◽  
Ana Skender
Keyword(s):  
Boundary Conditions ◽  
Damage Detection ◽  
Mode Shape ◽  
Experimental Validation ◽  
Detection Method ◽  
Dynamic Properties ◽  
Damage Index ◽  
Main Principle ◽  
The Difference ◽  
Different Levels

The main principle of vibration-based damage detection in structures is to interpret the changes in dynamic properties of the structure as indicators of damage. In this study, the mode shape damage index (MSDI) method was used to identify discrete damages in plate-like structures. This damage index is based on the difference between modified modal displacements in the undamaged and damaged state of the structure. In order to assess the advantages and limitations of the proposed algorithm, we performed experimental modal analysis on a reinforced concrete (RC) plate under 10 different damage cases. The MSDI values were calculated through considering single and/or multiple damage locations, different levels of damage, and boundary conditions. The experimental results confirmed that the MSDI method can be used to detect the existence of damage, identify single and/or multiple damage locations, and estimate damage severity in the case of single discrete damage.

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