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The Natural Hazards Engineering Research Infrastructure (NHERI) Experimental Facility at the University of California, San Diego, a National Science Foundation (NSF) spon [...]
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The dynamic response of a seismically isolated structure depends on the combined characteristics of the ground motion, bearings, and superstructure. Therefore, dynamic fu [...]
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Seismic isolation can be an effective strategy to protect critical facilities including Nuclear Power Plants (NPPs) from the damaging effects of horizontal earthquake gro [...]
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The effectiveness of damping devices for seismic protection of structures can be improved by installing the dampers in displacement amplification frames. This paper descr [...]
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Although a wealth of knowledge on the behavior of steel moment frame structures has been gained from past experimental studies, there are only a limited number of system- [...]
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Hybrid simulation is an experimental method which combines the well known substructure testing techniques with numerical finite element simulation to study the response o [...]
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Experiments were performed to evaluate the progressive collapse resistance of steel buildings considering multi-hazard extreme loading. Two 1/3 scale three-story, two-bay [...]
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In order to better characterize the seismic vulnerability of nonstructural components and equipment and develop effective mitigation measures, the University at Buffalo h [...]
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Two novel implementation methods of implicit integration procedures for hybrid simulation are presented. The first solves the equation of motion using a fully implicit it [...]
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