Wang Zeqiang, Qin Jie, Li Guoli, Chen Xinli, Tekky I. Budisetia. THE CONSTRUCTION TECHNOLOGY OF PRESTRESSED STEEL STRUCTURE IN THE MAIN STADIUM FOR INDONESIAN COUNTRYWIDE GAME[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(12): 8-11. doi: 10.13204/j.gyjz200812003
Citation:
Wang Zeqiang, Qin Jie, Li Guoli, Chen Xinli, Tekky I. Budisetia. THE CONSTRUCTION TECHNOLOGY OF PRESTRESSED STEEL STRUCTURE IN THE MAIN STADIUM FOR INDONESIAN COUNTRYWIDE GAME[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(12): 8-11. doi: 10.13204/j.gyjz200812003
Wang Zeqiang, Qin Jie, Li Guoli, Chen Xinli, Tekky I. Budisetia. THE CONSTRUCTION TECHNOLOGY OF PRESTRESSED STEEL STRUCTURE IN THE MAIN STADIUM FOR INDONESIAN COUNTRYWIDE GAME[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(12): 8-11. doi: 10.13204/j.gyjz200812003
Citation:
Wang Zeqiang, Qin Jie, Li Guoli, Chen Xinli, Tekky I. Budisetia. THE CONSTRUCTION TECHNOLOGY OF PRESTRESSED STEEL STRUCTURE IN THE MAIN STADIUM FOR INDONESIAN COUNTRYWIDE GAME[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(12): 8-11. doi: 10.13204/j.gyjz200812003
The stadium is built for 2008 Indonesian countrywide game.The cable stayed grid structure is used for the stadium.The designd tensile force is gained from the calculation software of Midas/Gen. And the simulation calculation is carried out in detail according to the construction course.The construction courses of steel and cable are introduced.According to character of this project,the construction methods which used front and back cable tension of the same pillar in the same time are provided.The steel stress,the cable force and the distortion are monitored in the course of prestress.According to the construction simulation results,the rationality and correctness of construction monitoring result are proved.
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