{"id":435062,"date":"2024-10-20T07:47:32","date_gmt":"2024-10-20T07:47:32","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/bsi-23-30463048-dc-2023\/"},"modified":"2024-10-26T14:46:27","modified_gmt":"2024-10-26T14:46:27","slug":"bsi-23-30463048-dc-2023","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/bsi\/bsi-23-30463048-dc-2023\/","title":{"rendered":"BSI 23\/30463048 DC 2023"},"content":{"rendered":"
PDF Pages<\/th>\n | PDF Title<\/th>\n<\/tr>\n | ||||||
---|---|---|---|---|---|---|---|
104<\/td>\n | Annex\u00a0A (normative)Tables for the seismic design of tanks A.1 Use of this normative annex A.2 Tables of parameter values <\/td>\n<\/tr>\n | ||||||
108<\/td>\n | Annex\u00a0B (informative)Soil-structure interaction effects of tanks B.1 Use of this annex B.2 Scope and field of application B.3 Impulsive rigid vibration mode in horizontal direction <\/td>\n<\/tr>\n | ||||||
109<\/td>\n | B.4 Impulsive rigid vibration mode in vertical direction B.5 Impulsive flexible vibration mode in horizontal direction <\/td>\n<\/tr>\n | ||||||
110<\/td>\n | B.6 Impulsive flexible vibration mode in vertical direction <\/td>\n<\/tr>\n | ||||||
111<\/td>\n | Annex\u00a0C (informative)General design considerations for buried pipelines C.1 Use of this annex C.2 Scope and field of application C.3 General design consideration for buried pipelines <\/td>\n<\/tr>\n | ||||||
113<\/td>\n | Annex\u00a0D (informative)Modelling of soil-structure interaction of buried pipelines D.1 Use of this annex D.2 Scope and field of application D.3 Characteristics of spring elements <\/td>\n<\/tr>\n | ||||||
114<\/td>\n | D.4 Analytical relations of the spring model D.4.1 General <\/td>\n<\/tr>\n | ||||||
115<\/td>\n | D.4.3 Transverse spring model in horizontal direction <\/td>\n<\/tr>\n | ||||||
116<\/td>\n | D.4.4 Transverse spring model in vertical direction <\/td>\n<\/tr>\n | ||||||
118<\/td>\n | Annex\u00a0E (informative)Design differential surface displacement at pipeline \u2013 fault crossing E.1 Use of this annex E.2 Scope and field of application E.3 Differential surface displacements at pipeline \u2013 fault crossings <\/td>\n<\/tr>\n | ||||||
127<\/td>\n | Annex\u00a0F (informative)Number of degrees of freedom and of modes of vibration for dynamic analysis of towers, masts and chimneys F.1 Use of this annex F.2 Scope and field of application F.3 Modelling and analysis <\/td>\n<\/tr>\n | ||||||
128<\/td>\n | Annex\u00a0G (informative)Masonry chimneys G.1 Use of this annex G.2 Scope and field of application G.3 Modelling and analysis G.4 Design detailing G.4.1 Footings and foundations G.4.2 Minimum vertical reinforcement G.4.3 Minimum horizontal reinforcement <\/td>\n<\/tr>\n | ||||||
129<\/td>\n | G.4.4 Minimum seismic anchorage G.4.5 Cantilevering G.4.6 Changes in dimension G.4.7 Offsets G.4.8 Wall thickness <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":" BS EN 1998-4. Eurocode 8. Design of structures for earthquake resistance – Part 4. Silos, tanks and pipelines, towers, masts and chimneys<\/b><\/p>\n |