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2. 2) Tatemichi I: The state of arts of seismic design of spatial structures in Japanese practice, Chapter 3, Spatial Structures Seismic Design and Realization in Japan, pp.45-66, AIJ, 2001.1 (in Japanese) 立道郁夫：空間構造の耐震設計の現状, 空間構造の耐震設計と設計例, 第 3 章, pp.45-66, 日本建築学会, 2001.1
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4. 4) Kato, S., Konishi, Y., Nakazawa, S., Mukaiyama, Y. and Uchikoshi, M.: Equivalent lamped mass model of shell and spatial structures for earthquake response analysis in case that the super-structure is supported by a sub-structure, Journal of Structural Engineering, Vol.48B, pp.37-47, 2002.3 (in Japanese)
5. 5) Kato, S. and Konishi, Y.: A study on seismic response estimation based on push-over analysis applied to reticular domes –Investigation in case of domes with one predominant vibration mode-, Journal of Structural and Construction Engineering (Transactions of AIJ), No.561, pp.153-160, 2002.11 (in Japanese)