{"id":398094,"date":"2024-10-20T04:33:50","date_gmt":"2024-10-20T04:33:50","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/ieee-344-2013-2\/"},"modified":"2024-10-26T08:22:08","modified_gmt":"2024-10-26T08:22:08","slug":"ieee-344-2013-2","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/ieee\/ieee-344-2013-2\/","title":{"rendered":"IEEE 344-2013"},"content":{"rendered":"

Revision Standard – Superseded. Practices are provided for establishing procedures that will yield data to demonstrate that the equipment can meet its performance requirements during and\/or following one safe shutdown earthquake event preceded by a number of operating basis earthquake events. This standard may be used to establish tests, analyses, or experienced-based evaluations that will yield data to demonstrate equipment performance claims or to evaluate and verify performance of devices and assemblies as part of an overall qualification effort. Common methods currently in use for seismic qualification by test are presented. Two approaches to seismic analysis are described, one based on dynamic analysis and the other on static coefficient analysis. Two approaches to experienced-based seismic evaluation are described, one based on earthquake experience and the other based on test experience.<\/p>\n

PDF Catalog<\/h4>\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n
PDF Pages<\/th>\nPDF Title<\/th>\n<\/tr>\n
1<\/td>\nIEEE Std 344-2013 Front cover
\n <\/td>\n<\/tr>\n
3<\/td>\nTitle page
\n <\/td>\n<\/tr>\n
4<\/td>\nAbstract\/Keywords
\n <\/td>\n<\/tr>\n
5<\/td>\nImportant Notices and Disclaimers Concerning IEEE Standards Documents <\/td>\n<\/tr>\n
8<\/td>\nParticipants <\/td>\n<\/tr>\n
12<\/td>\nIntroduction <\/td>\n<\/tr>\n
13<\/td>\nContents <\/td>\n<\/tr>\n
15<\/td>\nIMPORTANT NOTICE
\n
1. Overview <\/td>\n<\/tr>\n
16<\/td>\n1.1 Scope
1.2 Purpose
2. Normative references
3. Definitions <\/td>\n<\/tr>\n
19<\/td>\n4. General discussion of earthquake environment and equipment response
4.1 General
4.2 Earthquake environment
4.3 Equipment on foundations <\/td>\n<\/tr>\n
20<\/td>\n4.4 Equipment on structures
4.5 Simulating the earthquake <\/td>\n<\/tr>\n
21<\/td>\n4.6 Support structure and interactions
5. Seismic qualification approach <\/td>\n<\/tr>\n
22<\/td>\n6. Damping
6.1 Introduction <\/td>\n<\/tr>\n
23<\/td>\n6.2 Measurement of damping
6.3 Application of damping <\/td>\n<\/tr>\n
24<\/td>\n7. Analysis
7.1 Introduction <\/td>\n<\/tr>\n
25<\/td>\n7.2 Seismic analysis methods <\/td>\n<\/tr>\n
28<\/td>\n7.3 Nonlinear equipment response
7.4 Other dynamic loads
7.5 OBE and SSE analysis <\/td>\n<\/tr>\n
29<\/td>\n7.6 Documentation of analysis
8. Testing
8.1 Introduction <\/td>\n<\/tr>\n
33<\/td>\n8.2 Proof and generic testing <\/td>\n<\/tr>\n
34<\/td>\n8.3 Fragility testing
8.4 Device testing
8.5 Assembly testing <\/td>\n<\/tr>\n
35<\/td>\n8.6 Test methods <\/td>\n<\/tr>\n
46<\/td>\n8.7 Test documentation <\/td>\n<\/tr>\n
47<\/td>\n9. Combined analysis and testing
9.1 Introduction
9.2 Modal testing <\/td>\n<\/tr>\n
48<\/td>\n9.3 Extrapolation for similar equipment <\/td>\n<\/tr>\n
50<\/td>\n9.4 Shock testing
9.5 Extrapolation for multicabinet assemblies
9.6 Other test\/analysis <\/td>\n<\/tr>\n
51<\/td>\n10. Experience
10.1 Introduction
10.2 Earthquake experience data <\/td>\n<\/tr>\n
54<\/td>\n10.3 Test experience data <\/td>\n<\/tr>\n
57<\/td>\n10.4 Special considerations <\/td>\n<\/tr>\n
58<\/td>\n11. Documentation
11.1 General <\/td>\n<\/tr>\n
59<\/td>\n11.2 Qualification specification requirements
11.3 Seismic qualification report <\/td>\n<\/tr>\n
63<\/td>\nAnnex A (informative)
\nMeasurement of zero period acceleration <\/td>\n<\/tr>\n
65<\/td>\nAnnex B (informative)
\nFrequency content and stationarity <\/td>\n<\/tr>\n
66<\/td>\nAnnex C (informative)
\nFragility testing
C.1 General
C.2 Excitation motion <\/td>\n<\/tr>\n
67<\/td>\nC.3 Application of results
C.4 Other considerations <\/td>\n<\/tr>\n
69<\/td>\nAnnex D (informative)
\nTest duration and number of cycles <\/td>\n<\/tr>\n
73<\/td>\nAnnex E (informative)
\nStatistically independent motions <\/td>\n<\/tr>\n
74<\/td>\nAnnex F (informative)
\nBibliography <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":"

IEEE Standard for Seismic Qualification of Equipment for Nuclear Power Generating Stations<\/b><\/p>\n\n\n\n\n
Published By<\/td>\nPublication Date<\/td>\nNumber of Pages<\/td>\n<\/tr>\n
IEEE<\/b><\/a><\/td>\n2013<\/td>\n74<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n","protected":false},"featured_media":398100,"template":"","meta":{"rank_math_lock_modified_date":false,"ep_exclude_from_search":false},"product_cat":[2644],"product_tag":[],"class_list":{"0":"post-398094","1":"product","2":"type-product","3":"status-publish","4":"has-post-thumbnail","6":"product_cat-ieee","8":"first","9":"instock","10":"sold-individually","11":"shipping-taxable","12":"purchasable","13":"product-type-simple"},"_links":{"self":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product\/398094","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\/398100"}],"wp:attachment":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/media?parent=398094"}],"wp:term":[{"taxonomy":"product_cat","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_cat?post=398094"},{"taxonomy":"product_tag","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_tag?post=398094"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}