scholarly journals Corrigendum: The Crowd-Emotion-Amplification Effect

2021 ◽  
pp. 095679762110151
2020 ◽  
Author(s):  
Amit Goldenberg ◽  
Erika Weisz ◽  
Timothy Sweeny ◽  
Mina Cikara ◽  
James Gross

How do people go about reading a room or taking the temperature of a crowd? When people catch a brief glimpse of an array of faces, they can only focus their attention on some of the faces. We propose that perceivers preferentially attend to faces exhibiting strong emotions, and that this generates a crowd emotion amplification effect—estimating a crowd’s average emotional response as more extreme than it is. Study 1 (N = 50) documents the crowd amplification effect. Study 2 (N = 50) replicates the effect even when we increase exposure time. Study 3 (N = 50) uses eye-tracking to show that attentional bias to emotional faces drives amplification. These findings have important implications for many domains in which individuals have to make snap judgments regarding a crowd’s emotionality, from public speaking to controlling crowds.


2021 ◽  
Vol 32 (3) ◽  
pp. 437-450 ◽  
Author(s):  
Amit Goldenberg ◽  
Erika Weisz ◽  
Timothy D. Sweeny ◽  
Mina Cikara ◽  
James J. Gross

How do people go about reading a room or taking the temperature of a crowd? When people catch a brief glimpse of an array of faces, they can focus their attention on only some of the faces. We propose that perceivers preferentially attend to faces exhibiting strong emotions and that this generates a crowd-emotion-amplification effect—estimating a crowd’s average emotional response as more extreme than it actually is. Study 1 ( N = 50) documented the crowd-emotion-amplification effect. Study 2 ( N = 50) replicated the effect even when we increased exposure time. Study 3 ( N = 50) used eye tracking to show that attentional bias to emotional faces drives amplification. These findings have important implications for many domains in which individuals must make snap judgments regarding a crowd’s emotionality, from public speaking to controlling crowds.


2017 ◽  
Vol 25 (4) ◽  
pp. 662 ◽  
Author(s):  
Zuo-Jun WANG ◽  
Yi-Ru HOU ◽  
Yi KUANG ◽  
Hui-Yi TANG ◽  
Zhen-Zhen ZHAO ◽  
...  
Keyword(s):  

Author(s):  
Gabriel Malagon-Carvajal ◽  
Cesar Duarte ◽  
Gabriel Ordonez-Plata ◽  
C F M Almeida ◽  
Nelson Kagan
Keyword(s):  

2008 ◽  
Vol 20 (16) ◽  
pp. 1748-1753 ◽  
Author(s):  
Jenny Gun ◽  
Michael J. Schöning ◽  
Maryam H. Abouzar ◽  
Arshak Poghossian ◽  
Evgeny Katz

Author(s):  
Zhongxian Liu ◽  
Jiaqiao Liu ◽  
Sibo Meng ◽  
Xiaojian Sun

Summary An indirect boundary element method (IBEM) is developed to model the two-dimensional (2D) diffraction of seismic waves by a fluid-filled crack in a fluid-saturated poroelastic half-space, using Green's functions computed considering the distributed loads, flow, and fluid characteristics. The influence of the fluid-filled crack on the diffraction characteristics is investigated by analyzing key parameters, such as the excitation frequency, incident angle, crack width and depth, and medium porosity. The results for the fluid-filled crack model are compared to those for the fluid-free crack model under the same conditions. The numerical results demonstrate that the fluid-filled crack has a significant amplification effect on the surface displacements, and that the effect of the depth of the fluid-filled crack is more complex compared to the influence of other parameters. The resonance diffraction generates an amplification effect in the case of normally incident P waves. Furthermore, the horizontal and vertical displacement amplitudes reach 4.2 and 14.1, respectively. In the corresponding case of the fluid-free crack, the vertical displacement amplitude is only equal to 4.1, indicating the amplification effect of the fluid in the crack. Conversely, for normally incident SV waves at certain resonance frequencies, the displacement amplitudes above a fluid-filled crack may be lower than the displacement amplitudes observed in the corresponding case of a fluid-free crack.


2013 ◽  
Vol 275-277 ◽  
pp. 1393-1397 ◽  
Author(s):  
Jian Qiang Xiao ◽  
Long Fa Luan ◽  
Jian Guo Wang

To study the dynamic response rule of the western slope in Buzhaoba under explosion, a vibrational wave was imposed on the slope. The FLAC3D program was utilized to simulate the rule. The distribution of stress field and the response of velocity were analyzed after blasting. The simulation result shows that the compressive stress increase step by step with the increase of the depth of slope, and as the elevation increases, the particle velocity appears an amplification effect, and the slope is mainly affected by the self-weight stress, and the blasting has little effect on the slope.


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