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24 August 2009Displacement monitoring analysis of a stadium reticulated shell structure during construction process using optical apparatus
The construction procedure of Jiangnan University new campus stadium is complex. During the construction process, the
complicated load combination, the geometrical shape and boundary of long-span structure are greatly different between
the construction process and the normal usage stage. To assure the safety of the construction process, the displacement
monitoring analysis is performed on the stadium reticulated shell structure construction. The optical apparatus KONI007
made in France is used in the vertical displacement monitoring process with 2nd level measure precision. The
displacement locations are introduced in the paper and the monitoring data process analysis is also done. To investigate
the displacement and stress distribution of the roof structure, the three dimensional finite element analyses is performed.
The monitoring data analysis and finite element analyses result show that the deformation of the chords are evenly
distributed and the elastic support has fewer elastic deformation to decrease the horizontal push force on the concrete
column and to adjust the reticulated shell chord internal force. The reticulated shell construction procedure is reasonable.
Taiquan Zhou andYuan Hua
"Displacement monitoring analysis of a stadium reticulated shell structure during construction process using optical apparatus", Proc. SPIE 7375, ICEM 2008: International Conference on Experimental Mechanics 2008, 73750L (24 August 2009); https://doi.org/10.1117/12.839025
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Taiquan Zhou, Yuan Hua, "Displacement monitoring analysis of a stadium reticulated shell structure during construction process using optical apparatus," Proc. SPIE 7375, ICEM 2008: International Conference on Experimental Mechanics 2008, 73750L (24 August 2009); https://doi.org/10.1117/12.839025