Raymond H. R. Tide
- Shear Capacity of High-Strength Bolts in Long Connections. In: Engineering Journal, v. 54, n. 1 (March 2017). (2017):
- Bolt Shear Design Considerations. In: Engineering Journal, v. 47, n. 1 (March 2010). (2010):
- A Technical Note: Derivation of the LRFD Column Design Equations. In: Engineering Journal, v. 38, n. 3 (September 2001). (2001):
- Integrity of Structural Steel After Exposure to Fire. In: Engineering Journal, v. 35, n. 1 (March 1998). (1998):
- A Summary of Changes and Derivation of LRFD Bolt Design Provisions. In: Engineering Journal, v. 34, n. 3 (September 1997). (1997):
- Reinforcing Steel Members and the Effects of Welding. In: Engineering Journal, v. 27, n. 4 (December 1990). (1990):
- Eccentrically Loaded Weld Groups; AISC Design Tables. In: Engineering Journal, v. 17, n. 4 (December 1980). (1980):
- Fast Design of Beams with Cb Greater Than 1.0. In: Engineering Journal, v. 17, n. 3 (September 1980). (1980):
- Composite Open-Web Steel Joists. In: Engineering Journal, v. 7, n. 1 (March 1970). (1970):
- 03.35: Rivet shear strength in long connections. In: ce/papers, v. 1, n. 2-3 (September 2017). (2017):