K. Nakagawa
- 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). (2013):
- A proposal for optimum structural design with the largest buckling load. In: Computers & Structures, v. 63, n. 5 (Juni 1997). (1997):
- 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 (Juni 1996). (1996):
- A new design technique for pre-stressed loads of a cable-stayed bridge. In: Computers & Structures, v. 58, n. 3 (Februar 1996). (1996):
- A method for minimization of the square sum of the natural periods of vibration of a frame. In: Computers & Structures, v. 32, n. 6 (Januar 1989). (1989):
- A design method of structures to minimize the square sum of natural periods of vibration. In: Computers & Structures, v. 45, n. 3 (Oktober 1992). (1992):
- A proposal of a design technique for optimum section with average stresses throughout frame structures. In: Computers & Structures, v. 53, n. 2 (Oktober 1994). (1994):