Hugh D. McNiven
- Investigation of the elastic characteristics of a three-storey steel structure using system identification. Dans: Earthquake Engineering and Structural Dynamics, v. 10, n. 3 (mai 1982). (1982):
- A linear mathematical model for the seismic inplane behaviour of brick masonry walls part 1: Theoretical considerations. Dans: Earthquake Engineering and Structural Dynamics, v. 12, n. 3 (mai 1984). (1984):
- A linear mathematical model for the seismic inplane behaviour of brick masonry walls part 2: Determination of model parameters through optimization using experimental data. Dans: Earthquake Engineering and Structural Dynamics, v. 12, n. 3 (mai 1984). (1984):
- A mathematical model to predict the inelastic response of a steel frame: Formulation of the model. Dans: Earthquake Engineering and Structural Dynamics, v. 6, n. 2 (mars 1978). (1978):
- The non-linear response of unreinforced masonry buildings to earthquake excitations. Dans: Earthquake Engineering and Structural Dynamics, v. 21, n. 11 (novembre 1992). (1992):
- Seismic Shear Capacity of Reinforced Masonry Piers. Dans: Journal of Structural Engineering (ASCE), v. 117, n. 7 (juillet 1991). (1991):
- A mathematical model for the in-plane non-linear earthquake behaviour of unreinforced masonry walls. Part 2: Completion of the model. Dans: Earthquake Engineering and Structural Dynamics, v. 18, n. 2 (février 1989). (1989):
- A mathematical model for the in-plane non-linear earthquake behaviour of unreinforced masonry walls. Part 1: Experiments and proposed model. Dans: Earthquake Engineering and Structural Dynamics, v. 18, n. 2 (février 1989). (1989):