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【學術報告】Development of Hybrid Simulation Framework, UT-SIM, at the University of Toronto and its Applications to Structures Subjected to Earthquake or Fire Load
發布日期:2019/1/15
報告題目:Development of Hybrid Simulation Framework, UT-SIM, at the University of Toronto and its Applications to Structures Subjected to Earthquake or Fire Load

報告專家:Oh-Sung Kwon, Associate Professor    University of Toronto

報告時間: 2019年1月18日 (星期五) 上午10:00

報告地點: 北洋園校區43教學樓D401會議室

報告專家簡介:Professor Oh-Sung Kwon got his PhD. at the University of Illinois at Urbana-Champaign in 2007. He is now working at the University of Toronto as an Associate Professor. He is advancing hybrid simulation techniques that combine numerical models and experimental specimens using computer technology to determine how buildings will respond to seismic activity. Prof. Kwon s research group has developed an integrated simulation framework that can seamlessly integrate numerical models in several analysis platforms and experimental specimens in geographically distributed laboratories.

報告摘要:The concept of hybrid (experimental-numerical) simulation method was first proposed in 1969 by Hakuno et al. Since then, the hybrid simulation method has been continuously evolved. One of the main strengths of the hybrid simulation is that critical element(s) in a structural system can be tested in a laboratory while the rest of the system can be numerically simulated. In addition, the method can be also used to analyze a large and complex system such as soil-structure interaction problem by substructuring the system to smaller problems that can be solved with dedicated analysis tools for each problem domain. To facilitate the development and application of hybrid (experimental-numerical) or multi-platform (numerical-numerical) simulation method, the University of Toronto has developed a generalized simulation framework, UT-SIM (www.ut-sim.ca). The framework allows integration of various experimental specimens with various numerical analysis tools. The presentation will first introduce the simulation framework for component-level substructuring and system-level substructuring which is followed by applications of the framework to various structural systems subjected to earthquake load such as self-centering energy-dissipative brace system, buckling restrained braced (BRB) frame, special concentric braced frame, and soil-tunnel interaction problem. The presentation will also briefly introduce application of the framework to simulate a steel structure subjected to fire load.
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