K. Nakagawa
- (2013): 超環境オフィスビルの外観を形成する高強度コンクリート躯体─清水建設（株）新本社の概要─ (High Strength Concrete Frame to Form the Appearance of the Super Green Office Building—The New Head Office Building of Shimizu Corporation—). In: Concrete Journal (JCI), v. 51, n. 3 ( 2013).
- (1997): A proposal for optimum structural design with the largest buckling load. In: Computers & Structures, v. 63, n. 5 (June 1997).
- (1996): A study on optimization of power transmission pylons by minimization of the square sum of the natural periods. In: Computers & Structures, v. 59, n. 5 (June 1996).
- (1996): A new design technique for pre-stressed loads of a cable-stayed bridge. In: Computers & Structures, v. 58, n. 3 (February 1996).
- (1989): A method for minimization of the square sum of the natural periods of vibration of a frame. In: Computers & Structures, v. 32, n. 6 (January 1989).
- (1992): A design method of structures to minimize the square sum of natural periods of vibration. In: Computers & Structures, v. 45, n. 3 (October 1992).
- (1994): A proposal of a design technique for optimum section with average stresses throughout frame structures. In: Computers & Structures, v. 53, n. 2 (October 1994).
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