Liu Minglu, Han Xiangke, Sun Congyong, Sun Wei, Si Kun, Wang Fuqin, Jia Wenbin, Su Bo. SIMULATION OF THE CONSTRUCTION PROCESS OF THE STEEL ROOF OF TIBET CONVENTION AND EXHIBITION CENTER[J]. INDUSTRIAL CONSTRUCTION, 2014, 44(07): 124-127.
Citation:
Liu Minglu, Han Xiangke, Sun Congyong, Sun Wei, Si Kun, Wang Fuqin, Jia Wenbin, Su Bo. SIMULATION OF THE CONSTRUCTION PROCESS OF THE STEEL ROOF OF TIBET CONVENTION AND EXHIBITION CENTER[J]. INDUSTRIAL CONSTRUCTION, 2014, 44(07): 124-127.
Liu Minglu, Han Xiangke, Sun Congyong, Sun Wei, Si Kun, Wang Fuqin, Jia Wenbin, Su Bo. SIMULATION OF THE CONSTRUCTION PROCESS OF THE STEEL ROOF OF TIBET CONVENTION AND EXHIBITION CENTER[J]. INDUSTRIAL CONSTRUCTION, 2014, 44(07): 124-127.
Citation:
Liu Minglu, Han Xiangke, Sun Congyong, Sun Wei, Si Kun, Wang Fuqin, Jia Wenbin, Su Bo. SIMULATION OF THE CONSTRUCTION PROCESS OF THE STEEL ROOF OF TIBET CONVENTION AND EXHIBITION CENTER[J]. INDUSTRIAL CONSTRUCTION, 2014, 44(07): 124-127.
Tibet Convention and Exhibition Center project is located in high altitude,low oxygen levels in Lhasa
area,with the complexity of roof shape,height,large span and lots of pipes,a construction plan of the outer part of
the roof lifting by combining unit,the internal part of roof by integral lifting technology is established. Nonlinear finite
element analysis of the construction process verified the feasibility of this technique. Analyses were performed for
synchronized hoisting and unsynchronized hoisting,the forces of the lifting frame were then analyzed to provide
theoretical support for the safety of the construction.