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Performance-Based Seismic Design for Reinforced Masonry Shear-Wall StructuresLarge-Scale Validation of Seismic Performance of Bridge ColumnsCollapse Vulnerability and Seismic Design of Metal Building SystemsSeismic Study of Wind Turbines for Renewable EnergySeismic Design of Retaining Walls with/without Sound WallSeismic Response of a 7-Story RC Building
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NEES @ UC San Diego Large High Performance Outdoor Shake Table

The world's first outdoor shake table is also the largest in the U.S. learn more

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Full-Scale Structural and Nonstructural Building System Performance during Earthquakes & Post-Earthquake Fire

To date, only a handful of full-scale building experiments have been conducted. Of these, none have evaluated the post-earthquake fire performance of the complete building system and only select (in Japan) have they emphasized evaluating nonstructural component and system (NCS) response during earthquake shaking. This belies the fact that NCSs encompass more than 80% of the total investment in building construction and over the past three decades, the majority of earthquake-induced direct losses in buildings are directly attributed to NCS damage.

This landmark project involves earthquake and post-earthquake fire testing of a five-story building built at full-scale and completely furnished with NCSs, including...

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Full-Scale Structural and Nonstructural Building System Performance during Earthquakes & Post-Earthquake FireFull Size

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NSFNEESNEEScommNEHRPIAS Accredited

The Large High-Performance Outdoor Shake Table is supported in part by the George E. Brown, Jr. Network for Engineering Simulation (NEES) program of the National Science Foundation under Award Number CMMI-0927178.

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