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R. H. Wood
Observed names:
R H WOOD,
R H Wood,
R. H. WOOD,
R.H. Wood,
Randal H. Wood
Observed institutions:
Building Research Establishment,
University of Warwick
OpenAlex ID:
A5042843083
Yield-line analysis of slabs
1967
·
Leonard L. Jones
, R. H. Wood
·
106
Plastic and elastic design of slabs and plates with particular reference to reinforced concrete floor slabs
1961
·
R. H. Wood
·
Thames and Hudson eBooks
·
34
A partial failure of limit analysis for slabs, and the consequences for future research
1969
·
R. H. Wood
·
Magazine of Concrete Research
·
15
The interaction of floors and beams in multi-storey buildings
1961
·
R. H. Wood
·
HMSO eBooks
·
4
The importance of shear in the yield criterion for the bending of slabs
1971
·
R H Wood
·
The Journal of Strain Analysis for Engineering Design
·
2
Discussion: A consistent limit-analysis theory for reinforced concrete slabs Complete solutions describing the limit state of reinforced concrete slabs Kinematical compatibility problems in yield-line theory
1967
·
M. Save
, Ch. Massonnet
, et al.
·
Magazine of Concrete Research
·
2
Discussion: A partial failure of limit analysis for slabs, and the consequences for future research
1970
·
R. H. Wood
, Lloyd C. P. Yam
, et al.
·
Magazine of Concrete Research
·
1
Discussion: Developments in the variable-stiffness approach to reinforced concrete column design
1980
·
R. H. Wood
, M. R. Shaw
, et al.
·
Magazine of Concrete Research
Developments in the variable-stiffness approach to reinforced concrete column design
1979
·
R. H. Wood
, M. R. Shaw
·
Magazine of Concrete Research
Discussion: The strength of restrained reinforced concrete columns — a new approach
1978
·
Donald J. Butler
, R. H. Wood
·
Magazine of Concrete Research
Discussion of “Equilibrium Method for Limit Calculation of Frames”
1966
·
Aron Zaslavsky
, Randal H. Wood
·
Journal of the Engineering Mechanics Division
Discussion of “Minimum Weight Plastic Design of Continuous Frames”
1965
·
R.H. Wood
·
Journal of the Engineering Mechanics Division
PDF
Discussion. the Ultimate Load Carrying Capacity of Slender Stanchions Bent About the Major Axis.
1963
·
N S TRAHAIR
, M R HORNE
, et al.
·
Proceedings of the Institution of Civil Engineers
Written Discussion. Ultimate Load Design of Concrete Structures. Research Report.
1962
·
A N PROCTER
, H L SU
, et al.
·
Proceedings of the Institution of Civil Engineers
Discussion. an Approach to the Design of Tall Steel Buildings.
1962
·
J HEYMAN
, R H WOOD
, et al.
·
Proceedings of the Institution of Civil Engineers
Discussion. the Stanchion Problem in Frame Structures Designed According to Ultimate Carrying Capacity.
1956
·
R H WOOD
, J HEYMAN
, et al.
·
Proceedings of the Institution of Civil Engineers
A Special Type of Group Displacement for Use in the Relaxation Technique
1951
·
R. H. WOOD
·
The Quarterly Journal of Mechanics and Applied Mathematics
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Works count:
17
Citation count:
164
H-index:
4
I10-index:
3
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