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Statfjord A Dropped object study følgebrev 3
Statfjord A Dropped object study 5
Statfjord A Dropped object study Table of contents 6
Statfjord A Dropped object study Introduction 8
Statfjord A Dropped object study Summary 9
Statfjord A Dropped object study Conclusion 14
Statfjord A Dropped object study Recommendation 16
Statfjord A Dropped object study Discussion 18
Statfjord A Dropped object study Protection requirements 26
Statfjord A, Aker Engineering Dropped object study 30
Statfjord A, Aker Engineering Dropped object study Summary and conclusions 31
Statfjord A, Aker Engineering Dropped object study Contents 33
Statfjord A, Aker Engineering Dropped object study Summary and conclusions 34
Statfjord A, Aker Engineering Dropped object study Deformation of a stiffened deck during impact 35
Statfjord A, Aker Engineering Dropped object study Deformation of the deck plate 39
Statfjord A, Aker Engineering Dropped object study Collapse load for the deck grillage 49
Statfjord A, Aker Engineering Dropped object study Crippling of stiffener or girder webs 63
Statfjord A, Aker Engineering Dropped object study Experimental investigation 69
Statfjord A, Aker Engineering Dropped object study Fall of a drill collar and a spider-elevator 89
Statfjord A, Aker Engineering Dropped object study Dynamic aspects of the impact 94
Statfjord A, Aker Engineering Dropped object study Protection of the set down deck area M11 101
Statfjord A, Aker Engineering Dropped object study Protection of the hatch cover area 104
Statfjord A, Aker Engineering Dropped object study Protection of the top of the modules UM5 105
Statfjord A, Aker Engineering Dropped object study, Rig floor 124
Statfjord A, Aker Engineering Dropped object study, Rig floor Contents 125
Statfjord A, Aker Engineering Dropped object study, Rig floor Introduction 126
Statfjord A, Aker Engineering Dropped object study, Rig floor Conclusions 127
Statfjord A, Aker Engineering Dropped object study, Rig floor Setback area 130
Statfjord A, Aker Engineering Dropped object study, Rig floor Area adjacent to drawworks 135
Statfjord A, Aker Engineering Dropped object study, Rig floor Area opposite to drawworks 146
Statfjord A, Aker Engineering Dropped object study, Rig floor Independent rotary drive area 159
Statfjord A, Aker Engineering Dropped object study, Rig floor Drain area 169
Statfjord A, Aker Engineering Dropped object study, Rig floor Rotary chain drive area 177
Statfjord A, Aker Engineering Dropped object study, Rig floor Weight of added material 180
Statfjord A, Aker Engineering Dropped object study, Additional areas 186
Statfjord A, Aker Engineering Dropped object study, Additional areas Contents 187
Statfjord A, Aker Engineering Dropped object study, Additional areas Conclusions 188
Statfjord A, Aker Engineering Dropped object study, Additional areas Introduction 189
Statfjord A, Aker Engineering Dropped object study, Additional areas UM9 A/B roofs 190
Statfjord A, Aker Engineering Dropped object study, Additional areas M10 roof 216
Statfjord A, Aker Engineering Dropped object study, Additional areas The exposed sides of the coalescers 230
Statfjord A, Aker Engineering Dropped object study, Additional areas Cost estimates 257
Statfjord A, Aker Engineering Dropped object study, Additional areas App. 4, Model test pictures 262
Statfjord A, Aker Engineering Dropped object study, Additional areas App. 5, Drawings 282
Kildeinformasjon
Statsarkivet i Stavanger SAST/A-101656/0001/D/Dm/L0348
Lenke til Arkivportalen
A-101656: Pa 1339 - Statoil ASA
0001: Sentralarkivet/ Fjernarkivet
D: Sak- og korrespondansearkiv, arkivnøkler
Dm: Statfjordarkivet
L0348: Gravitasjonsplattform betong
Sakarkiv nr. 348 /1975 - 1978 - Gravitasjonsplattform betong. Sakarkiv Industri Olje- og petroleumsindustri Privatarkiver Bedriftsarkiver