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
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
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.