Automatic and Controlled Attention Detected by the Line Motion Effect

Author(s):  
Sifeng He ◽  
Hui Tang ◽  
Zhongyuan Zhu ◽  
Peiyuan Zhang ◽  
Ying Xu ◽  
...  

Author(s):  
Iunio Iervolino ◽  
Pasquale Cito ◽  
Chiara Felicetta ◽  
Giovanni Lanzano ◽  
Antonio Vitale

AbstractShakeMap is the tool to evaluate the ground motion effect of earthquakes in vast areas. It is useful to delimit the zones where the shaking is expected to have been most significant, for civil defense rapid response. From the earthquake engineering point of view, it can be used to infer the seismic actions on the built environment to calibrate vulnerability models or to define the reconstruction policies based on observed damage vs shaking. In the case of long-lasting seismic sequences, it can be useful to develop ShakeMap envelopes, that is, maps of the largest ground intensity among those from the ShakeMap of (selected) events of a seismic sequence, to delimit areas where the effects of the whole sequence have been of structural engineering relevance. This study introduces ShakeMap envelopes and discusses them for the central Italy 2016–2017 seismic sequence. The specific goals of the study are: (i) to compare the envelopes and the ShakeMap of the main events of the sequence to make the case for sequence-based maps; (ii) to quantify the exceedance of design seismic actions based on the envelopes; (iii) to make envelopes available for further studies and the reconstruction planning; (iv) to gather insights on the (repeated) exceedance of design seismic actions at some sites. Results, which include considerations of uncertainty in ShakeMap, show that the sequence caused exceedance of design hazard in thousands of square kilometers. The most relevant effects of the sequence are, as expected, due to the mainshock, yet seismic actions larger than those enforced by the code for structural design are found also around the epicenters of the smaller magnitude events. At some locations, the succession of ground-shaking that has excited structures, provides insights on structural damage accumulation that has likely taken place; something that is not accounted for explicitly in modern seismic design. The envelopes developed are available as supplemental material.


Author(s):  
James S. Uleman ◽  
S. Adil Saribay

“Initial impressions” bring together personality and social psychology like no other field of study—“personality” because (1) impressions are about personalities, and (2) perceivers’ personalities affect these impressions; and “social” because (3) social cognitive processes of impression formation, and (4) sociocultural contexts have major effects on impressions. To make these points, we first review how people explicitly describe others: the terms we use, how these descriptions reveal our theories about others, the important roles of traits and types (including stereotypes) in these descriptions, and other prominent frameworks (e.g., narratives and social roles). Then we highlight recent research on the social cognitive processes underlying these descriptions: automatic and controlled attention, the many effects of primes (semantic and affective) and their dependence on contexts, the acquisition of valence, spontaneous inferences about others, and the interplay of automatic and control processes. Third, we examine how accurate initial impressions are, and what accuracy means, as well as deception and motivated biases and distortions. Fourth, we review recent research on effects of target features, perceiver features, and relations between targets and perceivers. Finally, we look at frameworks for understanding explanations, as distinct from descriptions: attribution theory, theory of mind, and simulation theory.


1986 ◽  
Vol 41 (1-2) ◽  
pp. 286-289 ◽  
Author(s):  
Maria Zdanowska-Fraczek

The effects of pressure up to 3 · 102 MPa on the 35Cl NQR line splitting in the ferroelectric phase of NH4H(ClCH2COO), was studied from 77 K to Tc. The results are interpreted in terms of the so called pseudo-spin-lattice coupled mode model. A correlation was found between the magnitude of the 35Cl NQR line splitting and the pseudo-spin component <S2> (the order parameter of the applied model).


1983 ◽  
Vol 105 (4) ◽  
pp. 461-466 ◽  
Author(s):  
A. Maher ◽  
A. L. Schlack

In this paper, the influence of rigid body motion on the behavior of a vibrating elastic system is treated by the development of a difference eigenvalue problem. The maximum possible changes in eigenfrequencies due to removal of constraints are obtained by the employment of the bound approach [1, 2]. As an application to a structural system the Rayleigh-Ritz procedure is employed for constructing the difference eigenvalue problem. Discussion of the use of the method for various types of engineering problems is outlined. An example of a free vibration analysis of a simply supported beam in plane motion with a nonuniform mass and elasticity distribution is solved. A comparison between computer calculations and previously published results is presented.


Author(s):  
Anna MacKay-Brandt ◽  
Tina Trudel
Keyword(s):  

2013 ◽  
Vol 31 (1) ◽  
pp. 40-48 ◽  
Author(s):  
Janet Giehl ◽  
Gesa Meyer-Brandis ◽  
Miriam Kunz ◽  
Stefan Lautenbacher

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