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The Institute of Theoretical and Applied Mechanics
2
records found
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1.
Original version of the author's contribution as presented on CD, section: CD-MS 22 ADVANCES IN COMPUTATIONAL METHODS FOR RESILIENT STRUCTURAL SYSTEMS UNDER EXTREME HAZARDS .:
PDF
Minimal-Damage Steel Frames Using Post-Tensioned Connections With Web Hourglass Shape Pins: Design and Assessment
Dimopoulos, A.
;
Uy, B.
A new self-centering steel post-tensioned connection using web hourglass shape steel pins (WHPs) has been recently developed and experimentally validated. The connection [...]
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2.
Original version of the author's contribution as presented on CD, paper No. 4510.:
PDF
Experimental Validation and Numerical Analyses of a New Steel Post-Tensioned Connection for High-Seismic-Performance Steel Frames
Vasdravellis, G.
;
Karavasilis, T. L.
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