1. 1) Kato, S., Ogawa, T. and Kawaguchi, K.: History of Japanese seismic design and seismic design of spatial structures in Japan, Chapter 2, Spatial Structures Seismic Design and Realization in Japan, pp.19-44, AIJ, 2001.1 (in Japanese) 加藤史郎, 小河利行, 川口健一：日本における耐震設計法と空間構造の耐震設計法の変遷, 空間構造の耐震設計と設計例, 第 2 章, pp.19-44, 日本建築学会, 2001.1
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
3. 3) 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)
4. 4) Takiuchi, T., Kato, S., Nakazawa, S. and Higashiyama Y.: Statically equivalent seismic loads based on two-mode-based approach for single layer reticulated shells, Engineering Structures, Vol. 260, 2022.6. https://doi.org/10.1016/j.engstruct.2022.114242
5. 5) Yamada, S., Matsumoto, Y. and Saito E.: Static seismic load modeling using the continuum shell analogy for latticed cylindrical shell structures, Journal of Structural and Construction Engineering (Transactions of AIJ), No.610, pp.115-122, 2006.12 (in Japanese) https://doi.org/10.3130/aijs.71.115_3