M. Holmes
- Towards the efficient use of simulation in building performance analysis: a user survey. Dans: Building Services Engineering Research and Technology, v. 24, n. 3 (août 2003). (2003):
- An experimental investigation on the mode of failure of under reinforced concrete slabs subjected to combined bending and torsion. Dans: Building Science, v. 9, n. 2 (juin 1974). (1974):
- Theoretical moments at yield in a reinforced concrete slab. Dans: Building Science, v. 8, n. 4 (décembre 1973). (1973):
- Beam and slab floor systems— composite design by yield line theory. Part 3 — feedback control synthesis via optimal control theory. Dans: Building Science, v. 7, n. 4 (décembre 1972). (1972):
- Stresses in deep beams. Dans: Building Science, v. 7, n. 4 (décembre 1972). (1972):
- Experimental stiffness and yield criteria for reinforced concrete slabs. Dans: Building Science, v. 4, n. 1 (juin 1969). (1969):
- Structural Behaviour of Load Bearing Falsework. Dans: Proceedings of the Institution of Civil Engineers, v. 67, n. 3 (septembre 1979). (1979):
- The Structural Assessment and Strengthening of the High Alumina Cement, Prestressed Concrete Beams Forming the Roof of the Snow Hill Underpass. Dans: Proceedings of the Institution of Civil Engineers, v. 68, n. 2 (mai 1980). (1980):
- Ultimate Load Design of Tall Steel Building Frames Allowing for Instability. Dans: Proceedings of the Institution of Civil Engineers, v. 30, n. 1 (janvier 1965). (1965):
- Plastic Design of Multistorey Sway Frames. Dans: Proceedings of the Institution of Civil Engineers, v. 47, n. 1 (septembre 1970). (1970):
- Combined Loading on Infilled Frames. Dans: Proceedings of the Institution of Civil Engineers, v. 25, n. 1 (mai 1963). (1963):
- Tests on Clifton Suspension Bridge Cross-Girder. Dans: Proceedings of the Institution of Civil Engineers, v. 7, n. 2 (juin 1957). (1957):
- Steel Frames with Brickwork and Concrete Infilling. Dans: Proceedings of the Institution of Civil Engineers, v. 19, n. 4 (août 1961). (1961):
- Upper and lower bound solutions to the collapse of a continuous slab under uniform load. Dans: Magazine of Concrete Research, v. 16, n. 47 (juin 1964). (1964):