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UID:487517bf92cbaf533cffb1ab57a40f13
DTSTAMP:20260717T150732Z
SUMMARY:Structures Seminars – Prof. James M. Ricles (Lehigh University): 
 Seismic Resilience of Buildings with Nonlinear Viscous Dampers Using Real-
 Time Hybrid Simulation
DESCRIPTION:Abstract:\nReal-time hybrid simulation (RTHS) is an advanced cy
 ber-physical simulation technique that combines physical testing with comp
 utational modeling to evaluate the dynamic response of structural systems 
 subjected to extreme hazards. Components that are difficult to model accur
 ately are tested experimentally\, while the remainder of the structure is 
 represented numerically. The physical and numerical substructures are coup
 led in real time through their interface degrees of freedom\, enabling rea
 listic assessment of complete structural systems and response modification
  devices.\nLehigh University hosts the NSF-funded Natural Hazards Engineer
 ing Research Infrastructure (NHERI) Lehigh Experimental Facility\, which s
 pecializes in large-scale\, multi-directional RTHS. This presentation high
 lights recent research on the seismic performance of steel buildings equip
 ped with nonlinear viscous dampers. Large-scale RTHS was conducted to inve
 stigate the coupled behavior of the damping system\, structural frame\, an
 d soil–foundation interaction (SFI). Performance-based design strategies
 \, including reduced design base shear strength permitted by ASCE 7 for st
 ructures with supplemental damping\, were evaluated. Neural network models
  were developed and integrated into the RTHS framework to accurately repre
 sent SFI effects\, with the primary objective of limiting structural and n
 onstructural damage through reduced seismic story drifts.\nThe presentatio
 n will introduce recent advances in RTHS methodologies developed at Lehigh
  and demonstrate their application through experimental studies of damped 
 steel frame buildings subjected to strong earthquake ground motions. Parti
 cular emphasis will be placed on the influence of design base shear streng
 th on peak and residual story drifts and on the interaction between supple
 mental damping devices and the lateral force-resisting system.\nBio:\nJame
 s M. Ricles is the Bruce G. Johnston Professor of Structural Engineering i
 n the Department of Civil and Environmental Engineering at Lehigh Universi
 ty\, where he has been a faculty member since 1992. He also serves as Dire
 ctor of the ATLSS Engineering Research Center and the NSF-funded Natural H
 azards Engineering Research Infrastructure (NHERI) Lehigh Experimental Fac
 ility.\nDr. Ricles received his B.S. and M.S. degrees from the University 
 of Texas at Austin and his Ph.D. from the University of California\, Berke
 ley. His research focuses on structural resilience\, emphasizing advanced 
 computational frameworks and large-scale\, multi-directional real-time hyb
 rid simulation (RTHS) for evaluating complex structural systems subjected 
 to extreme hazards. His research on neural network-enabled RTHS was recogn
 ized as one of the Top Viewed Articles of 2025 in Earthquake Engineering a
 nd Structural Dynamics.\nHe is a registered Professional Engineer in Calif
 ornia\, Editor-in-Chief of Engineering Structures\, and a member of the Ed
 itorial Advisory Board of Earthquake Engineering and Structural Dynamics. 
 His honors include the NSF Presidential Young Investigator Award\, the ASC
 E Raymond C. Reese Research Prize\, the AISC Special Achievement Award for
  innovations in structural resilience\, the Lincoln Arc Welding Foundation
  Award for Outstanding Achievement in Arc Welded Design\, and the Engineer
 ing Structures 2024 Best Paper Award in Structural Analysis and Design.\nO
 pen to all. Attendees external to Imperial need to register by email. \nT
 ime: 12:00  
URL:https://www.imperial.ac.uk/events/211192/structures-seminars-prof-james
 -ricles-lehigh-university-seismic-resilience-of-buildings-with-nonlinear-v
 iscous-dampers-using-real-time-hybrid-simulation/
DTSTART;TZID=Europe/London:20260708T120000
DTEND;TZID=Europe/London:20260708T130000
LOCATION:SKEM 207\, Skempton Building\, South Kensington Campus\, Imperial 
 College London\, London\, SW7 2AZ\, United Kingdom
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