1. Bažant, Z. P. and Baweja, S., ‘Creep and shrinkage prediction model for analysis and design of concrete structures—Model B3’, Structural Engineering Report 94-10/603 c (Northwestern University, 1994).
2. Bažant, Z. P. and Panula, E., ‘Practical prediction of time dependent deformations of concrete’, Parts I–VI,Mater. Struct. 11 (1978) 307–316, 317–328, 425–434,Ibid. Mater. Struct. 12 (1979) 169–183.
3. Bažant, Z. P., Kim, Joong-Koo and Panula, L., ‘Improved prediction model for time dependent deformations of concrete’, ‘Part 1— Shrinkage’,Ibid. 24 (1991), 327–345; ‘Part 2— Basic creep’,Ibid. Mater. Struct. 24 (1991) 409–420; ‘Part 3— Creep at drying’,Ibid. Mater. Struct. 25 (1992) 21–28; ‘Part 4— Temperature effects’,Ibid. Mater. Struct. 25 (1992) 84–94; ‘Part 5— Cyclic load and cyclic humidity’,Ibid. Mater. Struct. 25 (1992) 162–169.
4. Bažant, Z. P. and Baweja, S., ‘Justification and refinements of concrete creep and shrinkage prediction model’, ‘Part 1. Statistics and sensitivity’, ‘Part 2. Updating and theoretical basis’, continuation inMater. Struct.
5. RILEM TC 69, ‘Conclusions for structural analysis and for formulation of standard design recommendations’, in ‘Mathematical Modeling of Creep and Shrinkage of Concrete’, edited by Z. P. Bažant, Chap. 6 (Wiley, Chichester 1988); reprintedMater. Struct. 20 (1987) 395–398;ACI Mater. J. 84 (1987) 578–581.