47 results on '"Forth, John P."'
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2. Time-dependent behaviour of RC beams under eccentric combined loads as a unit of beam-column joint assemblies made from normal strength concrete without/with CFRP wraps
3. Long-Term Flexural Behaviour of Cracked Reinforced Concrete Beams with Recycled Aggregate
4. Effect of hybrid fibres on the static load performance of concrete beams
5. Recommendations of RILEM TC 287-CCS: thermo-chemo-mechanical modelling of massive concrete structures towards cracking risk assessment
6. Investigation on the performance of annularly aligned steel fiber reinforced cementitious composites pipe under internal water pressure
7. Time-dependent behaviour of cracked, partially bonded reinforced concrete beams under repeated and sustained loads
8. Correction to: Uniaxial tensile behavior of aligned steel fibre reinforced cementitious composites
9. Retrofitting of masonry walls by using a mortar joint technique; experiments and numerical validation
10. Uniaxial tensile behavior of aligned steel fibre reinforced cementitious composites
11. Predicting the influence of restraint on reinforced concrete panels using finite element models developed from experimental data.
12. Behaviour of cracked reinforced concrete beams under repeated and sustained load types
13. Predicting the Influence of Restraint on Rc Panels Using Finite Element
14. Response of reinforced concrete beams to hydrostatic pressure acting within primary cracks
15. Cyclic behavior of precast concrete beam-column connection using steel fiber reinforced cast-in-place concrete
16. sj-pdf-2-ase-10.1177_13694332211007371 – Supplemental material for An experimental and analytical investigation of reinforced concrete beam-column joints strengthened with a range of CFRP schemes applied only to the beam
17. sj-pdf-3-ase-10.1177_13694332211007371 – Supplemental material for An experimental and analytical investigation of reinforced concrete beam-column joints strengthened with a range of CFRP schemes applied only to the beam
18. sj-pdf-1-ase-10.1177_13694332211007371 – Supplemental material for An experimental and analytical investigation of reinforced concrete beam-column joints strengthened with a range of CFRP schemes applied only to the beam
19. Creep of clay masonry exhibiting cryptoflorescence
20. An experimental and analytical investigation of reinforced concrete beam-column joints strengthened with a range of CFRP schemes applied only to the beam
21. Imposed loading effects on reinforced concrete walls restrained at their base
22. Design of Liquid Retaining Concrete Structures Ed. 3
23. The use of glycerol and cooking oil in masonry unit production
24. Integral Pile-Backfill Soil Relationship in Stub-Type Integral Abutment Bridge
25. Superstructure Behavior of a Stub-Type Integral Abutment Bridge
26. Verification of cracked section shrinkage curvature models
27. State substitution for the trade union good: the case of paid holiday entitlements
28. Response of reinforced concrete beams to hydrostatic pressure acting within primary cracks
29. Implementation of linear numerical analysis for integral abutment bridge-soil interaction
30. Creep of clay masonry exhibiting cryptoflorescence
31. Chapter 2: The dynamic context of workplace employment relations.
32. Chapter 1: Introduction.
33. Technical appendix.
34. Chapter 7: Verdict and prospect.
35. Chapter 6: Pay determination and reward systems.
36. Chapter 5: Union recognition: a 'hollow shell'?
37. Chapter 4: Have employees lost their voice?
38. Chapter 3: The management of employee relations.
39. Verification of cracked section shrinkage curvature models.
40. Study of Composite Behavior of Reinforcement and Concrete in Tension.
41. Chapter 10: Changes in employment relations, 1980-1998.
42. Movement in a seven storey reinforced concrete frame.
43. Conventions used in tables and text.
44. Acknowledgements.
45. All Change at Work?
46. The development of precast concrete beam-to-column connections under static, cyclic and sustained loading
47. Time-dependent behaviour of reinforced concrete beams under sustained and repeated loads
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