Time, being, discourse: Elements of professional friendship in the collaboration between a costume designer and a choreographer

2021 ◽  
Vol 12 (1) ◽  
pp. 67-89 ◽  
Author(s):  
Tua Helve

This article examines joint creation in contemporary performance making by analysing the collaboration between two prominent Finnish artists – costume designer Karoliina Koiso-Kanttila and choreographer Carl Knif. Using personal interviews along with performance analysis framed in relation to the Aristotelian term ‘friendship’ as components of this case study, the author draws conclusions from the process of a solo performance and its costume that foregrounds elements of friendship: sharing time, being and discourse. Viewing this relational understanding between parties as an asset, this study introduces elements of a positive approach and tools to achieve such in the making of dance performance.

2021 ◽  
Author(s):  
Davide Astolfi ◽  
Gabriele Malgaroli ◽  
Filippo Spertino ◽  
Angela Amato ◽  
Andrea Lombardi ◽  
...  

2020 ◽  
Vol 156 ◽  
pp. 05021
Author(s):  
Jati Sunaryati ◽  
Nidiasari ◽  
Alfadian

Performance-Based Plastic Design (PBPD) is a structural analysis that can be used to review structural performance. This method is increasingly popular to be used in the earthquake-prone area. This method is based on energy method that can be applied to steel or concrete structures. Meanwhile, Indonesia has already SNI 1726:2102 to be used as a guide in designing the thrust load to review the level of structural performance. Both of these things need to be used as a reference in areas that were initially considered safe from the earthquake but based on the development of earthquake micro zonation maps, it is very possible to become potential areas that also become earthquake regions. For this reason, the case of the structure that was built in the Pekanbaru area was taken. From the analyses of structural behavior, the structure that applied PBPD has greater displacement than the structures that apply the thrust load of SNI 1726: 2012. The percentage of displacement that occurred was 8-37 %. Based on performance analysis, the structures according to PBPD shows a better level of performance to the application of SNI 1726: 2012 thrust load.


Author(s):  
P�™emysl Pálka ◽  
Michaela Blahová ◽  
Artor Nuhiu ◽  
Florin Aliu

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