{"id":425365,"date":"2024-10-20T06:56:27","date_gmt":"2024-10-20T06:56:27","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/bsi-23-30420658-dc-2023\/"},"modified":"2024-10-26T13:05:05","modified_gmt":"2024-10-26T13:05:05","slug":"bsi-23-30420658-dc-2023","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/bsi\/bsi-23-30420658-dc-2023\/","title":{"rendered":"BSI 23\/30420658 DC 2023"},"content":{"rendered":"

PDF Catalog<\/h4>\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n
PDF Pages<\/th>\nPDF Title<\/th>\n<\/tr>\n
6<\/td>\nForeword <\/td>\n<\/tr>\n
7<\/td>\nIntroduction <\/td>\n<\/tr>\n
9<\/td>\n1 Scope
2 Normative references
3 Terms and definitions <\/td>\n<\/tr>\n
10<\/td>\n4 Procedure
4.1 General Requirements
4.2 Verification of the Earthquake <\/td>\n<\/tr>\n
11<\/td>\n4.3 Classification of the Earthquake
4.4 Initial Measures
4.4.1 Plant check-up from the control room and plant walk-down inspection (Figure\u20ac2, Chart Item 3) <\/td>\n<\/tr>\n
12<\/td>\n4.4.2 Deviations caused by the earthquake (Figure\u20ac2, Chart Item 4)
4.4.3 Specified normal operation condition in accordance with the operating manual (Figure\u20ac2, Chart Item 5)
4.5 In-depth Measures
4.5.1 General
4.5.2 Special\/Seismic inspections and analyses (Figure\u20ac2, Chart Item 6) <\/td>\n<\/tr>\n
13<\/td>\n4.5.3 Specified normal operation condition and permissible loads (Figure\u20ac2, Chart Item 7)
4.5.4 Shutdown inspection (Figure\u20ac2, Chart Item 9)
4.6 Resulting Measures
4.6.1 Continued operation (Figure\u20ac2, Chart Item 8) <\/td>\n<\/tr>\n
14<\/td>\n4.6.2 Shutting down the plant (Figure\u20ac2, Chart Item 10)
4.6.3 Additional procedures (Figure\u20ac2, Chart Item 11) <\/td>\n<\/tr>\n
16<\/td>\nAnnex\u20acA (informative) Derivation of Factor f <\/td>\n<\/tr>\n
18<\/td>\nAnnex\u20acB (informative) Directives for Plant Walk-Down Inspections <\/td>\n<\/tr>\n
19<\/td>\nAnnex\u20acC (informative) Special\/Seismic inspections <\/td>\n<\/tr>\n
21<\/td>\nBibliography <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":"

BS ISO 4917-6. Design of Nuclear Power Plants against Seismic Events – Part 6. Post-Seismic Measures<\/b><\/p>\n\n\n\n\n
Published By<\/td>\nPublication Date<\/td>\nNumber of Pages<\/td>\n<\/tr>\n
BSI<\/b><\/a><\/td>\n2023<\/td>\n21<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n","protected":false},"featured_media":425374,"template":"","meta":{"rank_math_lock_modified_date":false,"ep_exclude_from_search":false},"product_cat":[1267,2641],"product_tag":[],"class_list":{"0":"post-425365","1":"product","2":"type-product","3":"status-publish","4":"has-post-thumbnail","6":"product_cat-91-120-25","7":"product_cat-bsi","9":"first","10":"instock","11":"sold-individually","12":"shipping-taxable","13":"purchasable","14":"product-type-simple"},"_links":{"self":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product\/425365","targetHints":{"allow":["GET"]}}],"collection":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product"}],"about":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/types\/product"}],"wp:featuredmedia":[{"embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/media\/425374"}],"wp:attachment":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/media?parent=425365"}],"wp:term":[{"taxonomy":"product_cat","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_cat?post=425365"},{"taxonomy":"product_tag","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_tag?post=425365"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}