Xiong Xueyu, Yang Jingping. COMPARISON AND ANALYSIS OF CABLE AND ROD IN THE LONG-SPAN SPACE STRUCTURE[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(3): 138-142,101. doi: 10.13204/j.gyjz201203029
Citation:
Xiong Xueyu, Yang Jingping. COMPARISON AND ANALYSIS OF CABLE AND ROD IN THE LONG-SPAN SPACE STRUCTURE[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(3): 138-142,101. doi: 10.13204/j.gyjz201203029
Xiong Xueyu, Yang Jingping. COMPARISON AND ANALYSIS OF CABLE AND ROD IN THE LONG-SPAN SPACE STRUCTURE[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(3): 138-142,101. doi: 10.13204/j.gyjz201203029
Citation:
Xiong Xueyu, Yang Jingping. COMPARISON AND ANALYSIS OF CABLE AND ROD IN THE LONG-SPAN SPACE STRUCTURE[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(3): 138-142,101. doi: 10.13204/j.gyjz201203029
At present,pre-stressed cable structure and pre-stressed rod structure are two important structures which have been widely used in long-span structures.So it is an important issue to select right form of structure in actual project,if the wrong structure is selected,it may lead to large stress and deformation in the upper part of structure.More seriously,the irrational selection will cause major accident during the process of construction.Integrated with an international convention and exhibition centre logging hall project,it is calculated the displacement of foot arch in the different tension program and different structure forms(mainly refers to the cable structure and the rod structure),then the best tension program and structure form are compared and selected.