1. 1) 米田雅子:建設業 再生のシナリオ,彰国社,pp. 144-154, 第9章 情報ソフトのもたらす功罪を乗り越える,2000. [Yoneda, M.: Kensetsugyo Saisei no Shinario, Shokokusha, Chapter 9 Johosofuto no motarasu kozai wo norikoeru, 2000.]
2. 2) 内村均,佐藤和英,和田章,黒正清治:水平変形に注目した鉄骨骨組の部材断面変更法,日本建築学会構造系論文集,485号, pp. 73-80, 1996.7.30 [Uchimura, H., Sato, K., Wada, A. and Kokusho, S.: Steel structure improvement method focusing on lateral drift, Journal of Structural and Construction Engineering, No. 485, pp. 73-80, 1996.7.30]
3. 3) Benzi, M., Golub, G. H. and Liesen, J. : Numerical solution of saddle point problems, Acta Numerica, 2005.
4. 4) 新延泰生,松井邦人,菊田征勇:骨組構造物の応答感度係数の特性,土木学会論文集,No. 450/I-20, pp. 75-83, 1992.7 [Niinobe, Y., Matsui, K. and Kikuta, Y.: Contribution analysis of each element for static responses and frequencies of framed structures, Transaction of the Japan Society of Civil Engineers, No. 450/I-20, pp. 75-83, 1992.7]
5. 5) 榎本覚雄,新延泰生:骨組構造物の応答感度係数特性に基づく感度解析法,土木学会論文集,No. 525/I-33, pp. 127-137, 1995.10 [Enomoto, K. and Niinobe, Y.: A method of sensitivity analysis based on the characteristics of sensitivity coefficients of framed structure, Transaction of the Japan Society of Civil Engineers, No. 525/I-33, pp. 127-137, 1995.10]