{"id":417005,"date":"2024-10-20T06:13:50","date_gmt":"2024-10-20T06:13:50","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/bsi-pd-iec-ts-62271-2102013-2\/"},"modified":"2024-10-26T11:35:04","modified_gmt":"2024-10-26T11:35:04","slug":"bsi-pd-iec-ts-62271-2102013-2","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/bsi\/bsi-pd-iec-ts-62271-2102013-2\/","title":{"rendered":"BSI PD IEC\/TS 62271-210:2013"},"content":{"rendered":"
This part of IEC 62271 applies to metal enclosed switchgear and controlgear assemblies complying with IEC 62271-200 for metal enclosed and IEC 62271-201 for solid-insulation enclosed, ground or floor mounted, intended to be used under seismic conditions.<\/p>\n
The seismic qualification of the switchgear and controlgear assemblies takes into account any auxiliary and the control equipment mounted directly on the assembly.<\/p>\n
It will specify seismic severity levels, acceptance levels, and give a choice of methods that may be applied to demonstrate the performance of high-voltage switchgear and controlgear assemblies for which seismic qualification is required.<\/p>\n
The seismic qualification of the switchgear and controlgear assemblies is only performed upon request.<\/p>\n
PDF Pages<\/th>\n | PDF Title<\/th>\n<\/tr>\n | ||||||
---|---|---|---|---|---|---|---|
4<\/td>\n | English CONTENTS <\/td>\n<\/tr>\n | ||||||
6<\/td>\n | FOREWORD <\/td>\n<\/tr>\n | ||||||
8<\/td>\n | 1 General 1.1 Scope 1.2 Normative references <\/td>\n<\/tr>\n | ||||||
9<\/td>\n | 2 Normal and special service conditions 3 Terms and definitions 4 Seismic qualification requirements 4.1 General 4.2 Preliminary analysis 4.2.1 Selection of the representative test sample 4.2.2 Mathematical model of the test sample <\/td>\n<\/tr>\n | ||||||
10<\/td>\n | 4.3 Severities 4.3.1 General 4.3.2 Severity level 1 <\/td>\n<\/tr>\n | ||||||
11<\/td>\n | 4.3.3 Severity level 2 Figure 1 \u2013 Severity level 1 (horizontal)\u00a0\u2013 Zero period acceleration (ZPA) = 0,5 g <\/td>\n<\/tr>\n | ||||||
12<\/td>\n | 4.4 Acceptance classes 5 Qualification by test 5.1 General 5.2 Mounting Figure 2 \u2013 Severity level 2 (horizontal)\u00a0\uf02d\u00a0Zero period acceleration (ZPA) = 1 g <\/td>\n<\/tr>\n | ||||||
13<\/td>\n | 5.3 Test parameters 5.3.1 Measurements 5.3.2 Frequency range 5.3.3 Parameters for resonant frequency search 5.3.4 Parameters for time history test (seismic load test) <\/td>\n<\/tr>\n | ||||||
14<\/td>\n | 5.4 Testing procedure 5.4.1 General 5.4.2 Inspection and functional checks 5.4.3 Resonant frequency search 5.4.4 Time history test (seismic load test) <\/td>\n<\/tr>\n | ||||||
15<\/td>\n | 6 Qualification by combination of test and analysis 6.1 General <\/td>\n<\/tr>\n | ||||||
16<\/td>\n | 6.2 Numerical analysis 6.2.1 General 6.2.2 Static data (stiffness) 6.2.3 Dynamic data 6.2.4 Numerical model <\/td>\n<\/tr>\n | ||||||
17<\/td>\n | 6.2.5 Computation methods <\/td>\n<\/tr>\n | ||||||
18<\/td>\n | 6.3 Analysis by experience or similarity 7 Evaluation of the seismic qualification 7.1 Validity criteria of the seismic test 7.2 Acceptance criteria of the test results <\/td>\n<\/tr>\n | ||||||
19<\/td>\n | 7.3 Criteria of model acceptance 7.4 Acceptance criteria of the numerical analysis results 7.5 Acceptance criteria of the analysis results by similarity 8 Documentation 8.1 Information for seismic qualification 8.2 Test report <\/td>\n<\/tr>\n | ||||||
20<\/td>\n | 8.3 Analysis report when analysis is a numerical analysis 8.4 Analysis report when analysis is performed by similarity <\/td>\n<\/tr>\n | ||||||
22<\/td>\n | Annex A (normative) Characterization of the test sample for analysis <\/td>\n<\/tr>\n | ||||||
23<\/td>\n | Annex B (informative) Criteria for seismic adequacy of enclosed switchgear and controlgear assemblies <\/td>\n<\/tr>\n | ||||||
26<\/td>\n | Annex C (informative) Dynamic analysis methods <\/td>\n<\/tr>\n | ||||||
29<\/td>\n | Annex D (informative) Expected peak ground accelerations for different earthquake scales Table D.1 \u2013 Earthquake zones with earthquake intensity and magnitude scale <\/td>\n<\/tr>\n | ||||||
30<\/td>\n | Annex E (informative) Qualification process flowchart <\/td>\n<\/tr>\n | ||||||
31<\/td>\n | Bibliography <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":" High-voltage switchgear and controlgear – Seismic qualification for metal enclosed and solid-insulation enclosed switchgear and controlgear assemblies for rated voltages above 1 kV and up to and including 52 kV<\/b><\/p>\n |