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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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Passive damping systems can improve the seismic performance of buildings by reducing drift and inelastic deformation demands on structural system through energy dissipati [...]
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A self-centering moment resisting frame (SC-MRF) is a viable alternative to a conventional MRF with welded beam-column connections for seismic resistant steel frame build [...]
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Post-tensioned, steel, rocking concentrically braced frames (also known as selfcentering concentrically braced frames or SC-CBFs) are a new type of seismic lateral force [...]
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Magneto-rheological (MR) dampers are a promising device for seismic hazard mitigation of structural systems due to their ability to adaptively vary their damping characte [...]
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