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Volume 43 Issue 6
Dec.  2014
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Wu Ming, Ye Xianguo, Jiang Qing, Chang Lei. SHAKING TABLE MODEL TEST DESIGN FOR SUPER MEGA FRAME STRUCTURES[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(6): 47-51. doi: 10.13204/j.gyjz201306011
Citation: Wu Ming, Ye Xianguo, Jiang Qing, Chang Lei. SHAKING TABLE MODEL TEST DESIGN FOR SUPER MEGA FRAME STRUCTURES[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(6): 47-51. doi: 10.13204/j.gyjz201306011

SHAKING TABLE MODEL TEST DESIGN FOR SUPER MEGA FRAME STRUCTURES

doi: 10.13204/j.gyjz201306011
  • Received Date: 2012-10-17
  • Publish Date: 2013-06-20
  • The mega-frame structure system is a new type of structural system to adapt to the development of high-rise and super high-rise buildings.However, there is less study on the mega-frame structure currently.In order to study the seismic performance of the mega-frame better, according to Chinese Engineering Design Standard, a 55 layer 39 m36 m201 m super high-level reinforced concrete mega-frame structure was designed in a region with 7 seismic fortification and Ⅱ site.Which was used as the scaled integral structure model of shaking table test for earthquake simulation.In order to study the seismic performance of the mega-frame better, it was described the choosing of materials for the test model, the design of the dynamic correlation coefficient and the design of the test program, which provided a reference for future related experimental design.
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