Full‐scale shaking table test of a base‐isolated medical facility subjected to vertical motions |
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| Authors: | Sachi Furukawa Eiji Sato Yundong Shi Tracy Becker Masayoshi Nakashima |
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| Institution: | 1. Graduate School of Engineering, Tohoku University, , Miyagi, Japan;2. E‐Defense, National Research Institute for Earth Science and Disaster Prevention, , Hyogo, Japan;3. Graduate School of Engineering, Kyoto University, , Kyoto, Japan;4. Disaster Prevention Research Institute, Kyoto University, , Kyoto, Japan |
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| Abstract: | Base isolation is a well known technology that has been proven to reduce structural response to horizontal ground accelerations. However, vertical response still remains a topic of concern for base‐isolated buildings, perhaps more so than in fixed‐base buildings as isolation is often used when high performance is required. To investigate the effects of vertical response on building contents and nonstructural components, a series of full‐scale shaking table tests were conducted at the E‐Defense facility in Japan. A four‐story base‐isolated reinforced concrete building was outfitted as a medical facility with a wide variety of contents, and the behavior of the contents was observed. The rubber base isolation system was found to significantly amplify vertical accelerations in some cases. However, the damage caused by the vertical ground motions was not detrimental when peak vertical floor accelerations remained below 2 g with three exceptions: (1) small items placed on shelves slid or toppled; (2) objects jumped when placed on nonrigid furniture, which tended to increase the response; and (3) equipment with vertical eccentricities rocked and jumped. In these tests, all equipment and nonstructural components remained functional after shaking. Copyright © 2013 John Wiley & Sons, Ltd. |
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| Keywords: | shaking table test base isolation functionality medical facility vertical motion |
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