Abstract
The importance of considering the dynamic treatments of spatial structures at the time of design has been pointed out from the various points of view[1], based on, for example, the numerical results of large seismic responses for a spherical shell due to vertical earthquake motions[2]. Hence it is desirable to accumulate more materials for a better understanding of the dynamic behaviours of spatial structures.
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References
IASS Working Group on Spatial Steel Structures, “Analysis, Design and Realization of Space Frames, a State-of-the-art Report,” Bulletin of the IASS, h. 84/85, Vol.XXV-1/2, 1984-
Kato, S., Yoshikawa, K. and Nagahama, T., “A Note on the Seismic Response of a Spherical Shell due to U-D Motions,” Research Report No.5 of Structural Division, School of Regional Planning, Toyohashi University of Technology, 1981 (in Japanese).
Yamagami, T. and Hangai, Y., “Observation of Dynamic Soil-Structure Interaction of Reinforced Concrete Tower,” Bulletin of Earthquake Resistant Structure Research Center, Institute of Industrial Science, University of Tokyo, No.19, 1986.
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© 1987 Springer-Verlag Berlin, Heidelberg
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Tanami, T., Hangai, Y. (1987). Dynamic Experiments and Earthquake Observation of Reticulated Single-Layer Domes. In: De Roeck, G., Quiroga, A.S., Van Laethem, M., Backx, E. (eds) Shell and Spatial Structures: Computational Aspects. Lecture Notes in Engineering, vol 26. Springer, Berlin, Heidelberg. https://doi.org/10.1007/978-3-642-83015-0_19
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DOI: https://doi.org/10.1007/978-3-642-83015-0_19
Publisher Name: Springer, Berlin, Heidelberg
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