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Ricles, James
Hybrid simulation is a method where a structural system is discretized into two domains, namely, an analytical substructure and an experimental substructure. The two doma [...]
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In this paper the seismic damage analysis of a building at the system level, subsystem level, and component level is organized into a damage scenario tree. Damage scenari [...]
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This paper develops damage scenario fragilities for buildings with either special concentrically braced frame (SCBF) system or a self-centering concentrically braced fram [...]
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The Natural Hazards Engineering Research Infrastructure (NHERI) Experimental Facility at Lehigh University, a National Science Foundation sponsored facility, will provide [...]
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Steel self-centering concentrically-braced frames (SC-CBFs), also known as rocking braced frames, are a relatively new seismic lateral force resisting system. Exceptional [...]
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An accurate and efficient state determination of the analytical substructure plays an important role in real-time hybrid simulation (RTHS) of a structure subjected to sei [...]
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This paper introduces the plastic limit analysis of self-centering (SC) steel moment resisting frames (MRFs) with post-tensioned friction damped connections (PFDC) subjec [...]
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Self-centering concentrically-braced frame (SC-CBF) systems are being developed with the goal of providing adequate nonlinear drift capacity without significant damage or [...]
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A self-centering moment resisting frame (SC-MRF) is a viable alternative to a conventional MRF for seismic resistant buildings. An SC-MRF is characterized by gap opening [...]
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Real-time testing is a useful technique to evaluate the performance of structural systems subjected to seismic loading. Servo-hydraulic actuators can introduce an inevita [...]
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