Affiliation:
1. Key Laboratory for Urban Geomatics of National Administration of Surveying, Mapping and Geoinformation, Beijing University of Civil Engineering and Architecture, 1 Zhanlanguan Road, Beijing 100048, China
Abstract
Spherical reticulated shell structure is an important structural form of large-span space buildings. It is of great significance to monitor three-dimensional (3D) dynamic responses of spherical reticulated shell structure to better understand its seismic performances, which will be helpful in the future to ensure the healthy condition of large-span space buildings during their lifespan. In this study, with the advantages of non-contact and high accuracy, a high-speed videogrammetric measurement method is proposed for monitoring the 3D dynamic responses of the seismically isolated, spherical, reticulated shell structural model. Two issues—the high-speed videogrammetric acquisition system and network configuration, as well as image sequence target tracking and positioning—are emphasized to achieve a cache of high-speed images and to improve the accuracy of tracking and positioning target points. The experimental results on the shaking table from the proposed method have been compared with those from traditional Optotrak Certus and accelerometers. The results prove that the proposed method is capable and useful for analyzing the seismic performance of spherical reticulated shell structures, as the dynamic responses monitoring accuracy of the method can reach the submillimeter level, with root mean square error values of 0.32 mm, 0.7 mm and 0.06 mm in the X, Y and Z directions, respectively.
Funder
Ministry of Science and Technology of the People’s Republic of China
National Natural Science Foundation of China
Subject
Building and Construction,Civil and Structural Engineering,Architecture
Reference38 articles.
1. A Review of the Development of Spatial Structures in China;Shen;Int. J. Space Struct.,2001
2. Seismic Damage Investigation and Seismic Performance Study of Space Double-Layered Lattice Structure;Nie;J. Perform. Constr. Facil.,2018
3. Zayas, V.A., Low, S.A., Bozzo, L., and Mahin, S.A. (1989). Feasibility and Performance Studies on Improving the Earthquake Resistance of New and Existing Buildings Using the Friction Pendulum System, Earthquake Engineering Research Center.
4. Experimental Seismic Investigation of Sefid-Rud Concrete Buttress Dam Model on Shaking Table;Ghaemmaghami;Earthq. Eng. Struct. Dyn.,2008
5. Vertical Earthquake Vulnerability of Long-Span Spherical Lattice Shells with Low Rise-Span Ratios;Liu;Eng. Struct.,2020
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