Here you can see a steel Extended end plate Reduced Web Section (RWS_4) connection using a fully perforated cellular beam, the first isolated web opening acting as the reduced section for dissipating the energy and increased end spacing tested at the Heavy Structures Lab, University of Leeds in 2018.
Citations:
1) Tsavdaridis, K.D. and Papadopoulos, T. (2016) A FE Parametric Study of RWS Beam-to-Column Bolted Connections with Cellular Beams. Journal of Constructional Steel Research,116, pp. 92-113
http://www.sciencedirect.com/science/...
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Watch video Extended end plate Reduced Web Section (RWS_4) connection online without registration, duration hours minute second in high quality. This video was added by user Konstantinos Daniel Tsavdaridis, PhD 09 July 2018, don't forget to share it with your friends and acquaintances, it has been viewed on our site 519 once and liked it 3 people.