Harry H. West
- Temperature Effects on Tall Steel Framed Buildings Part 2-Structural Analysis. In: Engineering Journal, v. 7, n. 4 (December 1970). (1970):
- Initial-value discrete suspension bridge analysis. In: International Journal of Solids and Structures, v. 9, n. 9 (September 1973). (1973):
- Continuous Method of Suspension Bridge Analysis. In: Journal of the Structural Division (ASCE), v. 94, n. 12 (December 1968). (1968):
- Natural Vibrations of Suspension Cables. In: Journal of the Structural Division (ASCE), v. 101, n. 11 (November 1975). (1975):
- Parametric Investigations of Vibrating Cable Networks. In: Journal of the Structural Division (ASCE), v. 105, n. 3 (March 1979). (1979):
- Forced Vibrations of Cable Networks. In: Journal of the Structural Division (ASCE), v. 106, n. 9 (September 1980). (1980):
- Analysis of plates by the initial-value method. In: Computers & Structures, v. 24, n. 3 (January 1986). (1986):
- Eigenvalues for Beam‐Columns on Elastic Supports. In: Journal of Structural Engineering (ASCE), v. 110, n. 6 (June 1984). (1984):
- Full-scale testing of a prestressed concrete segmental bridge. In: Canadian Journal of Civil Engineering / Revue canadienne de génie civil, v. 11, n. 3 (September 1984). (1984):
- Methodology for Automation of Continuous Highway Bridge Design. In: Journal of Structural Engineering (ASCE), v. 117, n. 9 (September 1991). (1991):
- Overload Behavior of an Experimental Precast Prestressed Concrete Segmental Bridge. In: PCI Journal, v. 32, n. 6 (November 1987). (1987):
- Natural Frequencies and Modes of Suspension Bridges. In: Journal of Structural Engineering (ASCE), v. 110, n. 10 (October 1984). (1984):