Verification and validation of a seismic response analysis code for framed structures using the ASI‐Gauss technique |
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| Authors: | Daigoro Isobe Won Sang Han Tomoshi Miyamura |
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| Affiliation: | 1. Division of Engineering Mechanics and Energy, University of Tsukuba, , Tsukuba‐shi, Ibaraki, 305‐8573 Japan;2. LG Chem Ltd., , Seoul, South Korea;3. Department of Computer Science, College of Engineering, Nihon University, , Koriyama, Fukushima, 963‐8642 Japan;4. Hyogo Earthquake Engineering Research Center, National Research Institute of Earth Science and Disaster Prevention, , Mitsuda, Shijimi-cho Miki, Hyogo, 673‐0515 Japan |
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| Abstract: | ![]()
In this report, the capabilities of the adaptively shifted integration (ASI)‐Gauss code in the analysis of the seismic responses of framed structures are verified and validated by comparing the results with detailed numerical simulations performed by the parallel finite element analysis code, E‐Simulator, and with experimental results obtained by E‐Defense. The numerical results obtained by both codes showed good agreement with the experimental results obtained by E‐Defense. Furthermore, seismic waves with unnaturally large magnitudes are applied to a high‐rise building model to demonstrate the ability of the ASI‐Gauss code to analyze the collapse behaviors of building frames. Copyright © 2013 John Wiley & Sons, Ltd. |
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| Keywords: | verification and validation seismic response analysis framed structures collapse behavior ASI‐Gauss technique full‐scale shake‐table test |
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