{"id":409268,"date":"2024-10-20T05:34:44","date_gmt":"2024-10-20T05:34:44","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/bsi-22-30422758-dc-2022\/"},"modified":"2024-10-26T10:13:28","modified_gmt":"2024-10-26T10:13:28","slug":"bsi-22-30422758-dc-2022","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/bsi\/bsi-22-30422758-dc-2022\/","title":{"rendered":"BSI 22\/30422758 DC 2022"},"content":{"rendered":"
PDF Pages<\/th>\n | PDF Title<\/th>\n<\/tr>\n | ||||||
---|---|---|---|---|---|---|---|
7<\/td>\n | Foreword <\/td>\n<\/tr>\n | ||||||
8<\/td>\n | Introduction <\/td>\n<\/tr>\n | ||||||
9<\/td>\n | 1 Scope 2 Normative references <\/td>\n<\/tr>\n | ||||||
10<\/td>\n | 3 Terms and definitions <\/td>\n<\/tr>\n | ||||||
12<\/td>\n | 4 Investigation of existing structure 4.1 General 4.2 Investigation 4.2.1 Investigation using documents, records, etc. 4.2.2 On-site investigation <\/td>\n<\/tr>\n | ||||||
13<\/td>\n | 5 Intervention design 5.1 General 5.2 Structural plan <\/td>\n<\/tr>\n | ||||||
14<\/td>\n | 5.3 Structural details <\/td>\n<\/tr>\n | ||||||
15<\/td>\n | 6 Materials 6.1 General 6.2 Materials in existing structure <\/td>\n<\/tr>\n | ||||||
16<\/td>\n | 6.3 Materials used in repairing or strengthening parts 6.3.1 General 6.3.2 Cementitious materials <\/td>\n<\/tr>\n | ||||||
17<\/td>\n | 6.3.3 Reinforcing materials <\/td>\n<\/tr>\n | ||||||
18<\/td>\n | 6.3.4 Filling materials 6.3.5 Bonding products <\/td>\n<\/tr>\n | ||||||
19<\/td>\n | 6.4 Characteristic values and design values of materials 6.4.1 General 6.4.2 Cementitious materials <\/td>\n<\/tr>\n | ||||||
21<\/td>\n | 6.4.3 Reinforcing materials <\/td>\n<\/tr>\n | ||||||
22<\/td>\n | 6.4.4 Bonding products 7 Actions 7.1 General <\/td>\n<\/tr>\n | ||||||
23<\/td>\n | 7.2 Actions for intervention design 8 Performance verification for repaired or strengthened structure 8.1 General <\/td>\n<\/tr>\n | ||||||
24<\/td>\n | 8.2 Calculation of response values 8.2.1 General <\/td>\n<\/tr>\n | ||||||
25<\/td>\n | 8.2.2 Modeling 8.2.3 Structural analysis <\/td>\n<\/tr>\n | ||||||
26<\/td>\n | 8.2.4 Calculation of response values 8.3 Durability verification 8.3.1 General <\/td>\n<\/tr>\n | ||||||
27<\/td>\n | 8.3.2 Verification related to steel corrosion <\/td>\n<\/tr>\n | ||||||
28<\/td>\n | 8.3.3 Verification related to degradation of cementitious materials 8.4 Safety verification 8.4.1 General <\/td>\n<\/tr>\n | ||||||
29<\/td>\n | 8.4.2 Verification related to failure <\/td>\n<\/tr>\n | ||||||
30<\/td>\n | 8.4.3 Verification related to fatigue failure <\/td>\n<\/tr>\n | ||||||
31<\/td>\n | 8.5 Serviceability verification 8.5.1 General 8.5.2 Stress level limit 8.5.3 Verification related to appearance <\/td>\n<\/tr>\n | ||||||
32<\/td>\n | 8.5.4 Verification related to vibration 8.5.5 Verification related to water-tightness 8.6 Restorability verification 8.6.1 General <\/td>\n<\/tr>\n | ||||||
33<\/td>\n | 8.6.2 Structural details related to seismic performance 8.7 Structural details 9 Execution 9.1 General 9.2 Construction plan <\/td>\n<\/tr>\n | ||||||
34<\/td>\n | 9.3 Construction 9.4 Inspection 10 Records <\/td>\n<\/tr>\n | ||||||
35<\/td>\n | 11 Maintenance <\/td>\n<\/tr>\n | ||||||
36<\/td>\n | Annex\u20acA (informative) Examples of test and design method <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":" BS ISO 5091-1. Structural intervention of existing concrete structures using cementitious materials – Part 1. General principles<\/b><\/p>\n |