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5. Recommendations of RILEM TC 287-CCS: thermo-chemo-mechanical modelling of massive concrete structures towards cracking risk assessment

11. Predicting the influence of restraint on reinforced concrete panels using finite element models developed from experimental data.

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

22. Design of Liquid Retaining Concrete Structures Ed. 3

27. State substitution for the trade union good: the case of paid holiday entitlements

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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