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논문 기본 정보

자료유형
학술저널
저자정보
Lu, Xilin (State Key Laboratory of Disaster Reduction in Civil Engineering, Tongji University) Mao, Yuanjun (State Key Laboratory of Disaster Reduction in Civil Engineering, Tongji University) Lu, Wensheng (State Key Laboratory of Disaster Reduction in Civil Engineering, Tongji University) Kang, Liping (State Key Laboratory of Disaster Reduction in Civil Engineering, Tongji University)
저널정보
한국초고층도시건축학회 International journal of high-rise buildings International journal of high-rise buildings 제2권 제1호
발행연도
2013.1
수록면
79 - 83 (5page)

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Shaking table test is an important and useful method to help structural engineers get better knowledge about the seismic performance of the buildings with complex structure, just like Shanghai tower. According to Chinese seismic design guidelines, buildings with a very complex and special structural system, or whose height is far beyond the limitation of interrelated codes, should be firstly studied through the experiment on seismic behavior. To investigate the structural response, the weak storey and crack pattern under earthquakes of different levels, and to help the designers improve the design scheme, the shaking table model tests of a scaled model of Shanghai tower were carried out at the State Key Laboratory of Disaster Reduction in Civil Engineering, Tongji University, Shanghai, China. This paper describes briefly the structural system, the design method and manufacture process of the scaled model, and the test results as well.

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